ML20100M480
| ML20100M480 | |
| Person / Time | |
|---|---|
| Site: | Comanche Peak  |
| Issue date: | 06/30/1984 |
| From: | Williams N CYGNA ENERGY SERVICES |
| To: | Ellis J Citizens Association for Sound Energy |
| References | |
| 84042.023, NUDOCS 8412120336 | |
| Download: ML20100M480 (214) | |
Text
. __ . . _ . _ _ _
y se,u, 101 Cahfornia Street, Suite 1000. San Francisco, CA 941115894 415 397 5600 June 30, 1984 84042.023 6,[
Mrs. Juanita Ellis President, CASE 1426 S. Polk Dallas, Texas 75224
Subject:
Responses to Cygna Design Control, Pipe Support, and Pipe Stress Questions Comanche Peak Steam Electric Station Independent Assessment Program - Phase 3 Texas Utilities Generating Company Job No. 84042
Dear Mrs. Ellis:
Enclosed please find copies of additional responses to Cygna design control, pipe support and pipe stress questions.
Feel free to call me if you have any questions or wish to discuss the enclosed documents.
Very truly yours,
- a
( h&iL6 N.H. Williams Project Manager Attachments cc: Mr. S. Treby, NR,C, w/ attachments Mr. S. Bumell, .NRC, w/ attachments Mr. D. Wade, TUGCO, w/o attachments Mr. G. Grace, TUGCO, w/o attachments T Mr. D. Pigo_tt, Orrick, Herrington & Sutcliffe, w/o attachments %
4 8412120336 840630 0 PDR ADOCK 05000445 A PDR O b San Francisco Boston Chicago Richland U b*
L*
- l"""""
g - . _ _
r Mrs. Juanita Ellis July 2, 1984 Page 2 ATTACHMENTS
- 1. A.Vega(TUGCO)memorandumtoD.Smedley(Cygna),"TransmittingIR's,"
June 7, 1984, TUQ-219.
- 2. A.Vega(TUGCO)lettertoN.Wiliams(Cygna),"ComanchePeakSteamElectric Station, Cygna Review Questions (Inspection Report)," June 12, 1984.
- 3. R.E. Ballcrd (G&H) letter to J.B. George (TUSCO), GTN-69118 " Texas Utilities Generating Company, Comanche' Peak Steam Electric Station, G&H Project No. 2323, Phase 3 Cygna Pipe Support Questions, WOS-046/DOW-3464,"
June 14, 1984.
s
- 4. G. Grace (TUGC0/EBASCO)memorandumtoN. Williams /J.Minichiello(Cygna),
"AttachmentCtoJune8thlettertoN. Williams (Cygna)fromL.Popplewell (TUGCO)," June 18, 1984.
- 5. A.Vega(TUGCO)lettertoN. Williams (Cygna)"ComanchePeakSteamElectric Station,CygnaReviewQuestions(InspectionReport),"Juna in, 1984.
- 6. R.E.Ballard(G&H)lettertoJ.B. George (TUGCO),GTN-69135," Texas Utilities Generating Company, Comanche Peak Steam Electric Station, G&H Project No. 2323, Phase 3 Cygna Support Questions, WOS-046/DOW-3464,"
June 21, 1984 l
l 7. R.E. Ballard (G&H) letter to J.B. George (TUGCO), GTN-69162, " Texas l Utilities Generating Company, Comanche Peak Steam Electric Station, G&H Project No. 2323, Proposed Mass Participation Fraction Sensitivity Study,"
June 26, 1984.
l l
t
..: i. . . _
CTf8 JUN2 81984 unues 1
TEXAS UTILITIES GENERATING COMPANY
/ , OFFICE MEMOR ANDUM Nancy Williams / John Miniciello can m w, Team. June 18. 1984 To subj ct ATTACHMENT C TO JUNE BTH LETTER TO N. WILLIAMS (CYGNA)
FROM L. POPPLEWELL (TUGCO)
The calculation for hanger CC-1-028-007-S33R was revised to properly account for the elongation of the U-bolt due_ to thennal_ expgpiion.
CYGi :;-r e ..
Attached is the revised calculation. k'/- U '
JOB iiG -
DAT
- LI'!.3;i.7
- /
LCG FO. - . . N8 ,
FILL: O . / /.M A ' '
CROF ace
/Gfor GEG: pew ' '
cc: J. C. Finneran I
D. M. Rencher !42N'll/V D. H. Wade V/o% PP fI.Gul&RD S JVa(Lb.U uc A lO l
l l
.L, . . . L . . u . , ,. ..
s -. _._.
FORM DHE 5 m;f. TEXAS UTILrrui5 SERVICES D4C, COMANCHE PEAK S.E.S. reis caer-
\ )' *~
d"> ~ O ~ b ~
Agent For
- '"
- f J p om, DALLAS POWER & LIGHT COMPANY TEXAS ELECTRIC SERVICE COMPANY ,,
r.Je 8, g1gg> - - -f, -2/- hp
- TEXAS POWER & LIGHT COMPANY .,
- m. ,_ n .o-,,,,
i ; : i i n GC-l-0295-/'YM- ! ! !I i ! l .I S53T2 Ii j -
! i
'OkT"Y'Bl2Blaco&,. Q so
_0g,Jnc,,y_Lvi=
' i i i 2 ; 7kw tu f-e eu r' A*rl&At tl ev'e m e t u c r y,_ the MT.# irrel t
.,,i, l6 ir> ! ,u~ w w eM -ru c_sm.auuu- .
. > : ; ; t : ; Irima ww d,=o,M
' ' ! /1 u p e Jar 4_cwr% mR -n.46 i ! !
Mes: h ' r?A'r A u ( _A 7"'tch.L5_. -7"Mr.'li N-s'dt,,; r I!li!l1ll I ' I i ! 'A f tt & & ;/JaAtg 7.~t Li;Y nu=- sieteeiz _is. 7~M G l i
i i
, l ! I s ti s *wo + uw,,-r- //~Y" $llELC*At.L$ G" w.
' : I t ! {i!
i 'f1A / M A) <_G Qs4 7"Ikiterg.wa.nyer Astuupst
' s , ' . Joy ; n+>.t e rs -r-M5_64td'.5 t ;
i ! I I i ierr A. n n:' krs W z=ME:'/A/
15 i -i-n f L. A40W i i i :
' i i I i I-i H ec - '&< M K) i I i I N/l-,Y,t*L U l~~iY7~' 75//* fdR.6ld/"Ai i : i , I e i i--rN4- A / -
i . t l l\! I;nA't Gu t' EH !iiii! foftM ii i .
i \ I i
! t i.I t i rug i :
ilIiit! I I t I ! I i j
' : : ! ril I i I r
i i i i l
- j l
l i : i i l l l ! lIIllllllll I i l I ,
EQ Ut 12.510,'.[f? I \iIt*len ~CLC,Mi 8* ELdSYSC'$
y!_
__wa pim ! !
l ! l l l.0 " l ! l l l J ' a fy ' '
i E! t } l t !I ;! il i ' I i i N" i i i i
. - I
{
! ! i i I ! i i !
E -
!%dChii r ! O-/'=_485"! l t% Ia
- i
- u. " -
r = 5 0 s:2, % g.u an i ~fii!@
l i i[ *
! i i iTlT' ,
! JII 1 i[ r I e M
u .. a ri ign(GOl84).
- ___o , ,
. . 1 Il I ! l ' '- -
.- ' : ; i=H g ,, ' '
c, i I i l l I ! ! l l '
i i i i I ! I i:-! /9%
t I i i ! ! l l l l i?! !i!i I
- i: i :
i
' I i e III j i i $/hW, QMR8 L I t ! I h /*1*7)1_/
>A .RQQ _tAA' 8
. M/P / =:.-i-pu b ' fatre.dc.'L<JE_ r--I i5' A /$ fef j>im ' i !
i i
i i
i Wr, t'. t i r l W'l i !
=:: '/j~g./ ,<* # __=__ 6 f,(c.>*,
i ! l I I i ,,
t ! i I l I I i !
',. i _. s , , , , , .
h, )g M.v. . c l I. i. ., ,,
i
, c7, ,. .i , e e .,
Y f.l-. '
v #
/**)
. i O $ SW _
% : t :
{~ l i
! "_ i Ti 'i ; i i i ;
- ' 105201M -.b2(COtAL fj t %ty.c.d=* '-b]f: rps=- i?Arb t=-
V*//-r3GL~L6 ; .
eo
'f
- i ; ; i e e ii i
- i i i 1 i : i i
- i i i i iii : # i L'i . ,_
j t i i i t : 6 i
~- ., > .. . ,.
c..c ,. ..~-
'%. ' u w :.y.:..%?:iw.::' , , ..
3,a ;.. o (,p PORM DHE 5
.;.)'
5.4! , . . TEXAS UTILITIES SERVICES INC.
- ;{ *.
COMANCHE PEAK S.E.S.
- j- , d. -I e -84
~
Ap. P., em. c DALLAS POWER & LIGHT COMPANY Shu, ,em g Of f-gMg- TEXAS ELECTRIC SERVICE COMPANY A C'er 8r TEXAS P WER & WHT COMPANY ,,, n g.] %,, 9)# 4 P ).-9 4
'S ,,,,,,, d o- 1-/YAA -W - s-*A IEL : i l i !;i 9 ! i - - i !iii;i;iil l !
"i .
' iFrario a Pe iir , % *As<>cr !_,i62 &.i'e i
% i cvwort- - -
. .i i i i, ! , +
t i i. I ! i
~! .
2
- 5UoOriv" l 'SEG=O rf 4%* rarsu L.neicrous.s _
!l : I ! I I ' R.ets_isrAly o.-E_
Fi es_;?.Ac:,. ~i t / 2'za) F d '
i ,
I d i i Freic rieN '=> .r '4 REAra ! I l l'sl u & I lL 4S53*[3) l ; ; lysi[l = JR/5"REs& ! ggpfg_
lM-j,d
- ! ! ! I i I,3/Sp,
! i i i i' mew
- iici i ! ! ! I i i i
' r ~d, l T 'I ! l ! y 1%g_2g / i fscrogag__
/(f'm
)) !. _i ip I I J $A p:6=-r v i i ' -
.j - iT' i ! !
13f6 . ' i i 1 i i i i ; I i (fa - -
X .
t
=_B/f h : kie ;p_ iI,;a.'w itL! I i l I i l !a=M Ew,,,o_,y_
i jf i l I i i l I I i
Xa5'M,f)i i i i rsAf,sfo y g i ,
il i R . d4 Az o ,
?q
! ! ! ! ! i I i 2.l i l 1iiiit l l i Pill ! I i ii,,.*
/% i i I l l 1 l ,! , i I_I ll i l i ! ! ! ii! .;: .
b> lf: i 9 /A=NSyvN I -} A) M ~ & ti-f- 1 1% s:.bsn ! i sn et= ! # ; ;
A:
> : i i '
i ! i i I i i i i i i I i 3 ' ' ' '
6j Q.) ~[ M~g'-r'u leM ' I i i l I I ! l !
?) i b _2soisL ' A xpswiAA) bke ' 'eiog! tnog i ; ' i ;
-rh piesa um c, e ~f;atembb=
- MLi! '/J- R o hr; I ! >
! : : i : i i
, i i ; ; 1 i i i I t l I I v{: .
i I I I I i
i I t i l I i .
'O ! ! : i i ! i II i i :
j I l ,) ) // I I lii i -
'3)! l l I !
= 75" ' ' i ' '
lA '.
i iI.,"'u,St ,Fi&i T-Q'l jf,MEE)PA'ru @ C~ t ili, lit l , :
o
, i i i i i ii i I" 7 I 4/ p r.r =- /.@) "
' ' ! I I I ; ! lI I 03 ri: ; i i .., : ;
l a f.
r: .. -i. .
i i I i! i i h I aC * :/NO "- 78
- w 7D i i '
t i i i >1 i i
i - -
ii i i j a .i i i t i ! . i. i
- ci '
O -] & lA)=:e.O.$b $ 0?
j k,g EA*b=bkhi )iiii!l i ! I i ii # f A f. ! t i .r.j ~
i . i; '-
)j l '
i ! I '
( Ff.OM_ RAD 4 r.5J +M TC(MO + f6. + A]
' "
- A T 4"+~I".
5 l ! 'i l I Ei'i'ii'iFin,,2
! '# N #i Y N i .
! J tr > - /
\\'/ TI i 'e ' ' A ik/ oumE_s/4g_[o33Mv2t,/g-: . M 5.__f
[ ed.i 4r 3]SD_.
l !.'y w
i i
C,eFi i i P iI T
, i i i .
p_d,-s,o,e-r , i i i i i i c..
L l 'm -- . . .. . . .. -- .... . .. . . - . .. ,. , ,. .. _ ,. y . ,
. . ' w n ".t b" .- c. .m..: . ! .
- i ,_. .
- c. .
.t.
PORM DHE-5
'. s ,
TEXAS UT1UTIES SERVICES DiC.
I COMANCHE PEAK 5.ES.
m c.*
. de/9 Y M Assa Pw DAU.AS FOWER & UGHT COMPANY 3 or y
_g em er jj,,,,, "
TEXAS ELECTRIC SERVICE COMPANY mim m ,
oauam camwwe, gf.2/-6$ TEXA5 POWER & UGHT COMPANY w_ M~I -o 2R - mM-- es*3 W u o.v ,,,. m i i '
!.g !
i l I l l l l l l Il l l l I IIl ! ! I .
l_ ! : .
! i !Ii ! i : i i - t gi(W 1 I ! ricos I I l 1 i iil
! ! I I 1I I ! ! I ' i i :
' i i I : h y>_ r# M b a pr 8 - N d'7" . i *
. '. I
! I l i I I i l l l I ff , ! ' _ ' !!' ! ! 1 l _l
' I \ i i L/n r-c. +. nA~r . . A.S$
SP-[8. /
df -s rxrEs_-rA T*
. 6 i . .
i />U AN' /l/TACL7 __./,,uL71 l l t I i l A$dr 7"/o A/ < ' /> Ar f//ppk: hse r-i I h\ A ! l38)pg IJ l/LO 'WMAC"AhI;"' If& b~ "I'd;byQ l
! l l 1 l l As !P19 2 $h I=;'t & =Aris~7*H 4AFA f m bl i l I \ l I 's'rEE L.'., ' A/d ' ED6h i !Age=-~rFK/c/e_fis/W' ntQ/t.t,
' II I I I Wh//iY 31/ ! .A / ktAr /7d A[/-. { l i i !
R ! ! ! . i i ! } L ! ! l l i_ i l i I i ! ! 1 i
- t l?Ar nov A l //- AeL-r . I AsiLiL Isididsre_ sc>u_e 1 i !Ii i
+ e .
buFi T-b W:::lisasedu i
'T'M M 5 T s=.XAto . I Af "T")415 ra & Mss _6#-C!5__ . '
! ' ' l l l 4 *7A' YtmIr'%( TMA "T"' '
i i i l i i Id Mt.er A i t h! 3/-a, 'esklMsgis bra; 2 M ettir_b.!'T" I i ! - I I i i !rilu lo 's i sti=-b ' 4 =.' L 've'si rmo _' l
! i , l, ,i !. Ilsi il l 1 l 'l i L! i I ~s i i i >
I ! I i l ['M (KD1i =l K0 #
" l I
%t = W
'l~ .
l' l 1 M , I l l il I
~
i i i ! l 1 i lll l .
' i ! l ; I f r$ I Esh~kilomr? 'ub l MAnth a '
m-
- i .
) i l l [ l I ll I I i i i i l '
i !l 1 i .
~
I!l l ?I i j ' I i l l l d *
;;1 ! ' . . .' ! ; . ;l ! j. . I ! ! t 1 i t i i ; i i i i l l I I i l i I1 i *
- 4 i ! 1, ! j t I t j l ! ! I, '- i . I I -
- 1 i i ~ i ~ l ' ! , i .,1 6 i t i i i I i t i ;
i ' -
- i i
' I l ! l l 1 ! ' I ,.
i ,
' t i i i i i i l l } j i f -- ** fl. .,'r'.
kV ! : i i ! I i. 'I ' i I i t i l i ! i e- *
- ! i I l l ti ' i. ! t ,. : ;t' > e 1; *' . . ; f 1 j i ! .t
' : I - .
7 'l i i i l I t i i l l l ! I
!,1 1 !
it t l ! !
- 1. i i
I ,1 I I i
! I I * ' , . " ~
A.: -
. ' : '.. l ~ t,! J ' e. l . T (gr ?',w; i , i :. ,
i, l 1
,'t i ! ,
I : ! I i i I i ! I i l~(I !l I * *
' M '
[
' ! ! !.6i i l ! '. I ij ;l I i
i !.' - ii. ' -
' ' 'i ! l. I I 'I l i 1' I i i i I i 'l ! ' i t I ;f l i1 I i ; i ,' l' 1 - - '-
.: 7, f
- 1 l' ,
i l'i i ! -
-l ;
+ ! ! ! l l l I ! ! I '
' ; i ' t . - .
! 4
; ! ! .;. ! ),- jn ! , . i. ..i <l ! l i ! ! -
t : . . i , I i ! i ! i l t i i . i i i .
~..
. <: ' ' e
,..r.. ~ ~:...~L
, - . - . : .: .. .s a. - .
L , a : { . . :, . . .* . . . -
'a .m .o e a_..-
* . Q. gn t
.e_
- . 5' ' '
.-ie ,- :. . .
. PORM DHE-S
*h*Q TEXAS UTILITIES SERVICES D4C.
COMANCHE PEAK 5.E.5. m,, em
,,,, Z,-/ *> -B M Arm Pw s -., g gyg- oar.uS POWER & uowr CouPm ~ ~. gtr .7 c ., nxAS EuenuC SEnvx E CowPm m., , 4* Z/ gg
- TEXAS POWER & N COuPM
(' C-1-o93;-Cr37 '5 33 RL m .. .
- i
. ,i g . ! i, 1ilIIlI i lI II ! !iii! i .
ra ll-Bo'e.,- %ue -m ! nab $ S. Ofe.M5i&M._
- _Q) ir i/ I l _t i i i i t i i i I I I i I I I ; i . ; i -
ro p= f4ow cl an@ i 'r Arrn=>9s./AI.J._PIEt<ur?2. i ' i'*I
! i ! i i i i ! _l l t 1 ,1 1 I i ! I i ii !
i : i i A W '2h i ffdoAf2W'. % K D I i i I l lY' II ii i I I i i i
! ! ! I i l l ' ! l . .
; i i i ! IG .e.- ! ! !
l ' ' - l i Li ! l! l. I _l. IfI ! l !II IJ i li !
!) / i Y i; >
> ; e ! = j a C Z C_(n & 2 '! A /60* F i i i ' i i ; ! . ! i! ! I i i i i iTI i ! i I i i ! -
I i ! i ; i . i i ! i e i 1 I 1, I ! I I I ! I I I . O ! ,
+W'"iWitM l't MtR ; i !l .
- l ' -
yi24 i I i i id! I 12 "+ 4"+/
- l ' I i- l lf
[jiiil)iii I . i - ; gin i \ h(^te l N b E h = 7 g q/// 8 K '
' i ; - - i
/ ; ' i i l'i i i 'l j '- i 1 . . !
/ ;
I
- i i : : i i i i I . I i i I I ii ! : i t , i
!L i i i ; .
! ; i i i 1l i l I l l i i ii i
; I ' \ f . k' Ysu+d (fo u s m s re,;
5 4*. av meche -re 4.u_acxpAuuctsi
>+ i : ! i ; P ss,s,u.ea_ _ '
t '~ ~ 3.. i l, I l l \ l l i l Iji i i 3 t _M' ; i i ': 1.ggootto_ gag- i 6
- i -
i i I, ! i , i i i . i :: ' AI l f l I d' I )) ? t
?)ff2()(o8&
- I, ' ! I i i ! I 1 I! \g: i I i ! , ! 6 II iiiii;i! i I I ' i ;
. ! i.i i yl ! { ll II !i i
. l
- i ! i l i !I i l i ! l !
!,,i i I
! P %447fgd.'I ' : I i i , .. , i ; i i L 1.t i i : i : i .
IJ I I I I I I i I b! l %8M,Mg,/7(oM I i .
- l t .
NHhIWu uiii,i;i i i j ,
't i ! 2- i l i:
1 , I t l
- NE:it/MEntri 4 #E)/( M I':- 1O/O i i I '
i iii i i i , i ,: > i i i: i i i i I i *
- I I t i i ! ! . I i i I
! ? .I l i i i i !
s - s
.. : .?
- .l .S ~:A .. w.
& i .. 5 2 e. . . ;;.
t _...r w -<-. :: a .. .:. . .=.. . . - .
< m.:r- *; --
s- - . 4 ..
- ])
.. . FOAM DHE S
{ (p).' TEXAS UTILITIES SERVICES INC. COMANCHE PEAK S.E.S.
" V
, ##-B Y A P.
DALLAS POWER & LIGHT COMPANY c lhms A _. g W v. c ar er g g- _ TEXAS ELECTRIC SERVICE COMPANY TEXAS POWER & LIGHT COMPANY C A 88 ** ,'** nrew or A*l./*8f M-/-/PA-007-633 A - i i i 1
.il- e ; i .I ! ii! I i i ilI !il i i i i i I !
i l I ! < I
- i I i i I ! i I , Il ! i i i i i i i i l ; - ,
q .. i .i .. ! j.i i .; , f . I .T'.i .i l i !.i i ! i. ! i i . i :
- i ' i l i ! : l' ! ! i i i !
j i i i * . ,6 i i i i i ! ! i ! ! i i t ! I i a .: :- l- ! ' ! , 8 i t :
' i i ; ! I i i ; ! ! !
i i ! 3
. i i
! i : '
I i lill I I I I I i i l I i i i , I ! I l , i' i i i i i i j l ! l l I I ! ! ! i ! I i i i !' i i !
' !?
i ! t 8 i i l l l l ' i !! l ! l _l ! !. ! I !
' ,q .: ! !. - ; i i I m il . - ! i ' '7 / 7 '. .' * ! .
' l~ ;
i : i , t i ! i i' I i ;. ,I I e !
' ; I j'I ; : I i t i I I 'l I ! J.! ?
e ! i i i l i I l, i i ! ! i l i i i ! ! ! ! ! ! i : i .; i i l l F.! ! -j i i ,.I i j ' l l
; ; i ,: i4* ' ': -
t i ,
,D ' '
! /,
- i !
- i ! l 8 l I i i l 1 i i i : ' '
I, i 1 - I . i i ! i l ; , ! .'
.V. i -
i( i i ! I i : i i I i i l l I : !
- 1 I . Nd . t ..: l 4 l i i i l l 1 i i ! . l
! i ! : - . - :
. ! l : ! ! I i i I i l i i i i : l i-
, t 6 ! ; i ! ! l l l
i ..,3 i i
. ; i i i ! i . ! .
I I - i i i i ! I i
! l i i i i i i I ! ! -
i e I I i I i i i i ! 8 i i J ') : l i I ! ! !! : _C '(.jpgtpiith ;i;ii y:xs e i ill/-(fc& i i i i>=, ui i '70Q_sk t i i i i i* : ,
, Lh A i-i "P I ! ! ! ! I l t' &t_d d i l::e 1 rn_ '
! l I ! 1 ,I l l I l l I I ' __ ! l 9 mugg, I I i f l
%: ; 1 fn m ,u_w "T = 9 ' Seru.sss.,
$_ L c k s .in f m.a ug y +Il m e.S k
' i
.s i
- I i @ %_ . ylse ,
I i i i i i i ii: n e w ; 3.a e i : i Iii i ! I i l l r l J J. J. , Z h/r-rs s i i i i i
~~
l i I ll I IJ l
! D Q .= \ nsu J motos_ f/t.ss7)LtXs.) =.460sL '
\
i ' - , i ; ii' #i .= 4,Le ' -ruouaic-nou t ! e i . t . I i t .#g I .a d. J f G if 7- : g g g i * ;'t ' (~') t ! I l I
'A. = COU_Ae ' PADLa@a,GazG" 'i tato_43as_ -
!l !i !i li lr' w l l !=$7-#A . m o 4l 3 W " T 2 l [ l ! ! ; , ,
, , ,iiiiiiiiiiie '
s e m . wi m.eu' i,i I : i . ! . , I i I i . - ,
! I i ! , t I I I I i i i I t I i : t iiiie t
l,. u ,, w ;; . . .._ . ._ , i . :e: Q. ; ;; a . , . ;y s - .
~.;_,, _ _ _ . ,
* =.w .,: _ ,, .
r p_:_. ~ * . * -
- _2 _.
- r, ,
-) ~- -
PORM DHE-5
+[,
TEXA5 L'TIUTIES SERVICES DiC.
;j COMANCHE PEAK 5.ES.
~
c
- ,, 6 -1cb - A 4 4 P.
/# # O nAnas PowEm a uGHT COMPAW * " * !
cm ., gJ p" TEXA5 EI.ECDUC SERVICE COMPANY
;. TEXA5 POWER & UGHT COMPANY o a n sun. .
,ww ,
. ,,,,,,, oo-1-d 2 A - /W1 -G BB tt - ..
t; i _ i ! ; I i i liI Iil 3 i I IiiI !! lII I 'i ' ! '
' i i i : i LI II I 4)fje_O r's/W I
i i i I i I i I ' ! l! ! i !
! i r ! I II i i i i I i '
. : I ! ! IJ i i i i L 'o 4 3 0 s '/ + % c '
N' ! . . i Ta%"=P 7 i
, i t : i i i i ,
d{pl156 i i ( /- aNMd svg!%22G~f.GtS).
/ /
?'
I ! I I!! !! I i : i ! I I I i i M' i i l I ! ' '
-.s ' i l ! I i d 2cB' ora : s i i ! I
- : l i I
., i I (, i 'i i l Tla! ! I ! ;
' I f/e lf 9 C S27'i I
' i ', i i i i! i i i I iL M 68 t& r
- I ' e - 1 i
l i I ! l l
' I ! ' I !(: Id ! ! l I ; i i !
' t ~ debes i l i I . i i
- I i i j i i !I I t I i ! ,
i ! ! ! ! I I l
- I I !l I I l l I I I I I I ' !
l Q gni r% wooc fski 46 lAnc:dn 's:ipid resjsoM l - i ;
; ! iXj ' s-rus y/-@& & n ' +d ~r w49GfiA'ttytE-_ ' '
)i \iWri i bnE4f sj n s= ! ski! 1 !.wAA % i FD6 i i N ! I ' i I i
Whnj+jef;J ' I I I I l ! l I i ! I i r I i l i ! I i 'l i l i i i l i l I. I I I i I i i i ' ' l
- i ! Sj: 11! ! ' I ,1 i i : -
! ! ! : . i i i I '290A 74.W= !/J.Y pud 1on._ar sma~g_y
' l l i ' ' : -
!! ! i ! I i ! I t ; .
! i ! I i i I / i ! ' i i i i i i i i iiit i ! '
i l i I i I i i i i I ! . p iiiiii.iiIii: I l l F i i i i i i l
// ' *
/1L 7- i .STRNS ! i ! t i i I I i .
Ji ! ! ii ! l l ! i i I t I ! l i.! i l I i i ,
! l I NM $ ==$~1~h9 :~' ' Y J J "T&M L}=h CL*7"" [ Af D MML - ~
' i % d e= c=i M ito i-r k w At s.2 I%f
- i- ) I ' : ' ' ' r ' t i I ' i . .
t i ! j 4 .i . i l t I
, I e !
' * * " ' ' " S d ~ , Q Q $ ~3 l $ _
ght j i l l I l l I ![
'? ' ~ [RADM k 'Adr=Kn9G
*'i l' ' k! i A ' ORbb
! I T! % e.q u i ! I I I Pr! 2cDD8 b = MA * .
i : ! ! ! ; i i ' i I I I I ! I I I I i l ' . . l l I I t ! I ' i!I i
; I i l ! ' i I : I I l 1 !
' ' i
' : i -
I i h: ' . r- ! l- I-l 1 i i ! i t I I I I ! l l I i ! ' i i ; ! ' ! I i i ' I i l t I i ; ' '
! I '
' I i t ilIIIII!l!IIi1l1!! i I i i i i i i i i il ;
I i i I ! I i l I i ll l l I I I ' , l I ! l i l ! I I I
} ' i ! I i l l i !
i i I i l t . -l l i I t i i I
! I I t i i i !
l I l i ! I !! !I I l
}1t I i II - i i i r ' . i i
, i j i i l 1 i t I i i i !
r ,
, ,;_ - ; , g, , , .,,, , .g,,.,,,.,.
._c....
~*- ,
h_' ..
. .., FORM DHE-5 6 ~. '
TEXAS UTIUTIES SERVICES INC. .. (O ',/ u 4-E/-RY COMANCHE PEAd S.E.5. Asem Fw F*g em
}W p DA1.LAS FOWER & LIGHT COMPANY 8""
- a c* b g "g TEXAS ELECTRIC SERVICE COMPANY TEXAS FOWER & LIGHT COMPANY ca m _ '
. &-1-/32A- od7- 6332 l I i i i ! i 4- i i
' i i l: ii! l ! ! !!!! I LI Ii lI i; '
i, 5 4 : . I i .
! ! t f i l lj l j l i i l1! I i
i :
! 1 i ! I I / NArdr/ 87 M ' U EA=: Y h '7' r>"/ ' i-i l 1 /! l ! !/ , ! I i l- / '
i : i /' . ' ' i- I 69I qb\1 I Mhk I '- V MW l N\\' ' " B ViKF i.~\Tl8
- i : i ! . i' , .
8 i i 8 I I V., ! l ! B,i iV i i I
~
I I I L ! I i
, ! l 'F i ' t' / ; I l'i'O l lli! I (lb:l ! : ;
i I I I i i i : i ! i' l I i ! i 1l i -l l l ! ! I
/: t ht i!!.I l l i f,II I !I I
h r I I I I I l I i i l I l! t ' A - eL' ! ; !g! 1 A=fl L ' I H= ' PG M A8Q&Qol
' i f I ' P C. ; ' L.; gj,fqq -
i ; i i A I= l , l i
< l i l I I I I_ i l I .
1( l I i i i ; , i L.1 i i 1 (,! I i ! l.1 q e i i ! ! 3 i ! i ! ! l i i I ! I I i !lI I X:=N. DER)' /a C. i , it C' i I P/ l " l IVi t i i A: -
' i
. I i i i ! I I l l l l l i i ; I I i i i i- ? E ! P: i
; . 1 I I JiI : ) l I E, ', ', -
Ms t ' ;I . ! I I 2 4 s I . 3 d.b ded- i i i* x 8' .
' .' Ip' 9'246'E_i'lj 94 egI ! I t 4Y7 D M f.'k % M M IT-7 iiipl! l jv' % i .
- i ; i I l l 1 ! i i _I I l J ,1 LI I i .
/# /////#/]
i . p_bcL3 iiI=
24 (27 7I (/a' )(. 33.3 )- i-.. . . . < -- .,a 8
* -i s -y
, i ; j w s . l i ._. - .
( i
; i i : i t ';
- i i i i i i t i Tl 1 l i IT: I i i . :
l i i !
;.- .. . )
' i I ,! i i l i i l l i
l i h i l ' l I l ! !
! ! : i' i i '
! l ! I I i I I I It i i i i 1 i l l I i! .
I' I : ! i i ! i : i l l i i i , II i i_ i j l ! i i ! i
- i
! t i
i l I l I i i ! I . i ! I i i l I ,
/3 i j j ! : '
i i
' i > ';
V I
> > I i I i !I II I i i
i
- l !
i i i I l ! l l
; i .
i : .
] i i ; 1 1 : I I ! I I i i i i i i i ,
f I !! I ' I i l
' ' I !
! I i i l I ,
!l ! I I i l 1! !
! l ! l
) *l l i i I I
. l i I
; i t
l l I ! I l i i l i i
! ' ' ' i I i ' I i t l l
, ~,. '
- <* ,,,,s'- : : _ , ..
;.L u . t ,' V2.,; . 19 - . ,2 ., . _i . . , . .
r
- FORM DHE 5
* *
- TEXA5 UTD ! TIE 5 SERVICES DiC.
.?
- COMANCHE PEAK S.E.5.
f n,dr~Ed~b Agenit For Fihme cade Cass my - g g- DAU.AS POWER & UGHT COMPANY TEXAS ELECTRIC SERVICE COMPANY 8
- Qf f, O TEXAS POWER & UGHT COMPANY ,,,,,,,,
- s. ,. ,,
. CC-1-028 -C&'7 - 6 5~512 i !ii!!'Ii!
.; ! ! I i ,i t iiiiilif1 i ! I .
I f3 [. EMS /DL=)R
! : : 1 i i i i !i 12l6 i ! I OA=P/AATI4Y I I i i i i i i i:ii b}= ?/)f= ' i !
1
!iL_'m '( '
! I i ! l ! l l l 1 l 6 '
i 8
- (( T :
. I ! ! ! l 1 l ! l /[ = i- ' '
! ; - ; I i i i i l i I i l I 't V iO, : ! -
[ [b- JI) '
' ! i ; I ! I ! I i i i i ie ! !
i ! I
! ' i I i ;!
! ! iM , il l l 1 I
I i i 6 ' i l i i i l l l -l I ! I l l . I I i i ! : l i i l l i i e I I l l l il I i i i I I l l i l ! ! i ' : 11
! I i i/i l_ l l l ! l i i l l l
; ' i -
lEE_b llM -r%fGE~_$$1$5'D]AMET~MQf.Off J _
! i ! > f ffd6DUGP' -k _.? A /WAhlf G JM- f.L-130..LY '
i
, i ; l _L.GMGTtt o ilt ; NU T ;TO* mot 'L GMCr*).-4 ' ' '
t7 ' 1/\ DajE: . rd // ss= '
/ l , b.! i l I i :
i ; I I i i.! . ! : i I i Il l l 1 I i i i l I i i O 1/ a x x m o->n /i.' 4
- s i il il i i > ; i i ' .
!. i i ! I l ' l' I i l I l t I ! l ' _ .i ! ! ! i
. ,. . i ' '
( l Fd ioec
- i l
! _i A = d,j 6'-'---
! ! 'O '/
[ g
--- [ Q- ;: iT II ' L i
I I JP..= f p // :
- i I i i 4 C R N ' j A 'N ; t { j i p,=.,j y i i i 1 /: .=. 7p " . i :
- !<, .. !. !- ! -- 1 ' I ! l ! I I i l
; i ;
. i i , .
i . :
. i , , iu;il i ,
l o i
! I f/ddo i I I ) //j d% 'O ~74 : I ' !
IM! ./ ! ' i' 'll:::",
;E..OMW;' 7CT3 I
_[
~.iI c/o,b@$784%$
i
! i i,i i:
3,i 75-) ; (12u/ i i i i !iii!j i ;
, i : i
.i i i A ,
! : . : i !f waan w w .gr,,,ues s.-c : iiI !
m ; i,sa i : ir m - i .
. I i ; i i t ! I I I i : l l :
AllT; GATH&hte) IJ'h- /1AA)Tf/GU~rM'~ O ' '1*'./C b ' *
' ! 1.1 i ! ; I i i ! i , i : ,, ' i : : :
i i I J i j '-TN G I l.l~ 0 QL M A .; c a n d 10 iT;is sA hic.c in I i I i i i I i I i i i ! .i l' i i i i i i i i ; : - 2 i i n on wi i w ,'z . w! i,~ni n z.i: i l A I l .i i lji I i i
- : i i i I i : i i I'
i I Vciiim,. = i/coc/ g *i i ,/(cjf, 1,:=. M ii .i f i I
, , i ,
, i l -- - -- - -
b
. .: * ._.._L_..<.....~.:s. . t.c .- , 2 , 'e . . s, , ,,
- _. . */ ' . . . ' . .o
' ~ . . =.;,. ; Q .u;.: .;e'.h .
- u:,. ,. ;;.. .,;. .. .. ..
w-
. ? ..;; 2 .a -
?': .. , ,
.. (
- FORM DHE-5
,'p, TEXA5 tmuTIES SERVICES INC. COMANCHE PEAK S.E.S.
.x"/ ror nc
,,,, _ 6-2/- A V A DAU.AS POWER & UGHT COMPANY gC' 'f cm er [ g TEXAS ELECTRIC SERVICE COMPANY k*
,/ 4.g).g4. TEXAS PCWER & UGHT COMPANY ,
t
. CO-l-02A-CO'7-633 /P i l1ii>i i
+i '
l t iiii!!ilIIi!IlI !l ii.
! i ! ! i i i ii i ; Iii l I tii! ! : i
- ! i.j l l I ii l lj i l- l l l 1 l !
! !,'I I
; i i _L.' I i i l I i i ;,
l i i i li
- 74i G .::= yf , . : t i t fi l 8
ij i i .- i
..I
. i i i r /i '
i+.'A s :/.i - ' i ' i
. . ! i i : X,i + M i +.7,; I
. : i l i i i 'i s i 'i q z-s 16: 1 F A 2( l .1 1 i !iiii i ! l !
! i i l i l l l ! l ! ! ! i
. : I I i I .
L.,i i 1 1 I I ! I i i ! I i .
! : i i i i ! I I l i
. ::.:. i : i i i 1
, i i i i i t /.! I i>i ! 1
- ' ' . ! ,, i i : i . i , i I . r, i ; i i ,., _
s
! Y,169.et6 +A'Y,,1de e44Vm31- 7.oygf .u i , I i i l 'l : A. I i l i iI i : (!. 2 i i , .
- s. .
I l l MdS-rai;" ,1bisdg*T- !
' p(AT_g!=
I l ! ! ! hb6 i l
. i ; '.
i , i i ! i : i i ! l i i iI i I' ! i i I ! n(._) l l l.-. J ,4 8, ' E 6" ' ' ' I ..
; Iii l l t i i I i i i
. i .
i
- : 1 i i i i i i i i i i i i
* ' !1 i I 'iii' .
, i I I i ! ! l l l l l Ii i
.s .
i
; ! : i l ' i i ! I i ; i i , e ,, . . ' . i . ; : ..M.;ymii-(.,
s , , ,. h,,.j/A-l\ i iA =
. . . .(e w.% I .!..; .=-(2){.mS3L9)h(0,Olo.61)U2li%
- r ,
r .. ;4 ai: _. . .
! i i pn'essue
,4 i I : !iiI i' ! i ii l+e m'o l - -
!: i: ; r i..ii i. q --l .r .1 !' i ; , .
!! .t :
! i 'i i ' 'i i1 iil l i i l l .
l ,I i i
, i i .t .. ; # ,.+ . .a i i . iu. . .
l l i !: i8: [f iiii4i : f p- [d7 " l ::= lM i i i iiiii.
.F #. i i i t i i !
i .
! i i - -
' I l !I I I l I l .
l i i , . m dI l I
., ; . i i i i ; : i : ., ..
..- o, . .i : i i
! . ' l l i
i ! I : ii i I l I l ! l l ! ! . ll ? ?gli^*? ? 'n ? W W r" W ?" W
- _ hAde M. .d.X
, 1, . . .i d h. , , i E M, . U r d, . % Is,.& W 4 , , . .
1 . _ls,) /,eC O I I [@$ Pii.'T" .9D_QQ Psi'T *: { 6 ' ] *~ ' - I . : ! I :: t1 i ti i i '. % , .
. i i . i; i;ii;i iiiii ii>i:. .
+ TEXAS UTILITIES GENERATING COMPANY
%' P. o. sox too: ci.zn nosz. TzxAS 70043
/ June 18,1984 <
1 S.8;k . b,Sw/.y CYGNA Energy Services [h #f c-101 California Street gt./m/ > cc Francisco, CA 94111 JOB NO - O L/ 2-h Attention: Ms. Nancy Williams, Project Manager ME I.00CED : _ 2C __
- .oc no.. _ d J 6_ ,
SUBJECT:
COMANCHE PEAK STEAM FLECTRIC S'?E b
^ #" W CYGNA REVIEW QUESTIONS CROSS REF. FILE O be . [A bCt (Inspection Reports) v'
Reference:
June 7,1984 Letter to J. B. George (TUGCO) from N. WHliams (CYGNA) p
Dear Ms. Williams:
Transmitted herewith are TUGCO's supplemental responses to the above referenced letter concerning Items Nos.16 2. If there are any additional questions, please contact the undersigned at Ext. 321 or B. C. Scott at Ext. 859. Very truly yours, TEXAS UTILITIES GENERATING COMPANY QUALITY ASSURANCE DEPARTMENT
. v TUGCO Site QA Manager AV/BCS/bil Attachments l cc: D. N. Chapman D.11. Wade i
%s l
)
A DivenceEN en9'1ERAN t'T88.ttcKne 58.5t'1ngt' t'erMr.sNV
Supplemental Response Item #1 An unsatisfactory inspection report will remain open until the condition is verified to be satisfactory. In addition to the inspection report, accountability of IR is maintained through an IR log which reflects the open/ closed status. Also, the unsatisfactory condition is identified in the Master System Data Base Punchlist as an open work item. The worst case condition would be losing an inspection report. However, as explained above the unsatisfactory report would continue to be identified and statused as an open item. The unsatisfactory condition has to be verified acceptable after rework by craft. Any work performed during the time the IR was lost and later identified as an opcn item would have to be redone. This worst case condition is not a safety concern in that inadvertent use is precluded, but rather an economic consideration. Procedural controls historically and current are CP-QP-18.0, titled " Inspection Report". Supplemental Repsonse Item #2
> d In some cases Engineering will issue a DCA/ CMC accepting an unsatisfactory condition when a rework disposition is not practicable. In such cases the DC A/ CMC number will I - be referenced on the inspection report reflecting acceptance of the as-built condition.
l l
~
! s s s 1- t a h ' 4 k s4
%~
/ x -
s g 4
' U. - *
\
l 's a - gg
$ >.g ,.,-% m - ,_ c.- . - _ , - - - - - - - ----~-e-, , - - . - , . .
9 (17), REBallard/SMMarano/077, TDHswkins/HMLnpinig, HW-"** MAVivirito (19), JLEichler/CMJan 416), OUTGOI , ELBez 9.Q. A- ' 4 : 2.\U i bZ W June 21, 1984 2Twf~G.k '*
.-lh.ftdd ,,,,,!
GTN- 69135 /
/d%/
Texas Utilities Generating Company Post Office Box 1002 CYGNA _N V#7f,u ggg Glen Rose, Texas 76043 JOB NO : . DLiE LOGGED: Attention: Mr. J. B. George, Vice President / Project Gd.WMgr. e
@g FILE: --
Gentlemen: p ,j kg, (j2 f4 W g CROS k REF. FILE , , , , , ' m, g ,,,f/
' " g '}
TEXAS UTILITIES GENERATING COMPANY COMANCHE PEAK STEAM ELECTRIC STATION G&H PROJECT NO. 2323 PHASE 3 CYGNA PIPE SUPPORT QUESTIONS WOS-046/DOW-3464 Our response to your telecon request of June 12, 1984 is as follows:
-Question 1: Is there a calculation developing the allowable ultimate pullout load / bolt for 9 or 12 bolt groups with 20 inch spacing? If so, please provide it to justify-the 50% reduction noted in GTN-41315.
2: Is there a calculation for the same group based on 10 inch spacing? Please provide. Answers to 1 and 2 : G&H Calculation Book SRB-123C, Set 1 pro-vides the general guidelines as well as some specific sample examples for the evaluation of the embedment capacity.of anchor bolts and Richmond inserts. The specific cases referenced in Question 1 and 2 are not included in the sample examples. TRANSatI?1EB BY TIEECCPIFA O Wsev 7+
' Dra5
.._..-_,--...._____.__.,_____._.-__.__....m,_.......;-.u:._..____.-._.
**= . Gibbs S Hill. Inc. ,f '
GTN- 69135 June 21, 1984 (~
\
However, reference is made to GTT-10394..where the subject cases in Item 5 of GTN-41315 are modified. The modified note limits the number of bolts in a group within which the 50% of the maximum ultimate tensile capacity may be used. Pertinent calculations are in G&H Book No. SRB-123C, Set. 5, Rev. O. GTT-10395 requests the site to reconfirm that for support design by other than G&H, the limiting bolt group stipulations are adhered to. Please note that for GE9 support designs using anchor bolts in groups, actual pullout capacity is calculated rather than using the 50% criteria. Question 3: What thickness wall is needed in this calculation to develop the calculated load in the concrete? Answer to 3 : The calculation referenced above (SRB-123C, Set 5, Rev. 0) indicate the necessary concrete thicknesses to develop the calculated loads.
) Question 4: What justification or calculation does G&H have for the Richmond insert loads presented in i GTN-61623?
Answer to 4 : Please refer to GTN-69118 for the response. l Very truly yours, i GIBBS & HILL, Inc. REBa/ELB:gw Robert E. Ballard, Jr. 1 Letter Project Manager cc: ARMS (B&R Site) OL G. Grace /J. Minichiello (TUSI Site) lL P.M. Milam/F. Bleck (TUSI/NY) lL 3 h Orav3 1
,s.
S , (S TUSI SITE ST-5292/SSe-793
' \.
)
TELECOPY GUNE c9 's 5 GTT- W 3 /- i ATTENTION: J.B. GEORGE /M.R. MC BAY /C.R. HOOTON JOB: 2323
SUBJECT:
CRITERIA FOR EMBEDDED ANCHOR BOLT ALLOWABLE LOADS WOS-464/DOW-3465 REF: 1. GTT- 10394
- 2. GTN-41315 IT IS OUR UNDERSTANDING THAT FOR SUPPORTS DESIGNED BY OTHER THAN G&H, NO GROUP OF BOLTS USED EXCEEDS THE GUIDELINES IN-
{ DICATED IN ABOVE REF. 1, EXCEPT ONE NPSI PIPE SUPPORT DEGIGN (MK NO. MS-1-002-007-C72K). THIS PIPE SUPPORT IS DESIGNED PER GUIDELINES GIVEN IN GTN-64940 AND NOT GOVERNED BY REF. 2. PLEASE RECONFIRM. f v R. )LLARD/E.L. KOR/A.M. KENKRE/S. SENGUPTA Confirmation: Gerry Winfrey, lith Floor l 0 "ETC . M 3^b w em L
.. Oh
d s
- t. TUSI SITE ST-5289/SSe-792 TELECOPY JUNE cR / f /ff GTT- // 3 /d ATTENTION: J.B. GEORGE /M.R. MC BAY /C.R. HOOTON JOB: 2323
SUBJECT:
CRITERIA FOR EMBEDDED ANCHOR BOLT ALLOWABLE LOAPS WOS_464/DOW-3465
REFERENCE:
GTN-41315 THE ABOVE REFERENCE PROVIDES THE CAPACITY OF ANCHOR BOLTS WHEN LOADED IN TENSION AND/OR SHEAR. HOWEVER, ITEM 5 OF THE REFERENCE SHOULD BE MODIFIED AND READ AS FOLLOMS:
- 5. PULLOUT CAPACITY AS GOVERNED BY CONCRETE, USE 50 PERCENT OF THE MAXIMUM ULTIMATE TENSILE CAPACITY WHERE 4 OR MORE BOLTS IN A GROUP ARE USED, BUT NOT TO EXCEED FORj f
- a. 1 1/2 DIA. BOLTS - 9 IN A GROUP I
- b. 2 DIA. BOLTS - 6 IN A GROUP l
FOR A GROUP OF BOLTS EXCEEDING THIS LIMIT, ACTUAL EVALUATION OF CAPACITY SHOULD BE MADE. E M%'.t'.ti,PJ. DV ggg R.E. BALLAND/E.L. BEZKOR/S. SENGUPTA
~./.4 . ._ ._
Confirmation: Gerry Winfrey, lith Floor '$ .
$I N ,
3 5
-~ . . -
W &r . .
. BOLT 5 IN S IG ROU P A-5 GcveE NED3.Y.
CONCRETE AND To ES7A BLisH Tife QMtT @ Gror_
~
. Ac.T10td ~ UPTo WHICH 60 */o oF THE. MA91 MUM
~
~ UL. T IM6TE. Tay5n.E cAPACfry A1W @G USED(SCE~-~
~~
~~
~~~ ~ ~~T R EFeit cN C E 1 teJ D' 3, 6ELOW,~)~____~ l _. _
3 "'C.ASES M E' CONT 1 DER ED 4_2~~
~ ~ ~ ~
Pett. REF i; Z~ .. @ ) l'/ "2 <@ B t T 515 A+ICl+02. PLATE. S o t.r M f i'~_~~ Q GVG '"~:. A STR ._, _f_
=
(I[/ $ ._ ~ Bo LT " J.~ L. . .I.._ .Z ~ ~~ I__T)(
'E._T. b .2 .
-~~
._ Fet.svANT. seraits cwoserase f= Row F E_ l - ~ . -
l
~ : I (6. .:.G M 'DiMG 151 ~0 5CC R/{tt[p.~6ot.T- " l - ~ ~ ~ T~; ._ i -
-- --- - 4 (b)
. , - G4H ..sp DWG ..- 5 (-
... 0 5G7 RM_...MW c -2 4 M k-4 .
_...__ q . .. . _.g.. . . _ _ . _ _ _ _ _ . . _ _ l R6 LEVANT . REFE%EFCEs.l ~~. l. G7N-4ISl51Ti~.._f~
%. CM-c No -528-ll3C. .iE7 l ~
- i .. ~ I - ._.C -._l Z~] ' Z~ 3 cyGUA &hbflbN5(4 1 M2).
Z: . ..Z. ~.3 ~ E . _.u . J i ~;T.~ @ ..L % M l' b . __,j.. _.g,,Act 34 e;-76 .. g 7._ , ,
..q ._. y ;
.__.._.....j_--
i, .1 - -
~ - - -
r-1 r-i t1. ! ' ~ ~ ' ' 3-
. . .T - ~~~~ I -~~ ~ ' ~ li . .ii ~ ~ i ' i - ~ '~ .
I J __ Checking Method #j -.cer :::h.,,,,,, p.166, -82 2Mh= ---
G i b b s E H ill. i n c . JobNo. 2. 3 '2. 3. C5ent i UGCO Sut$ict conc. PULLOOT chPACITY OF A 85 W G E b V P.I cahda&nNumber SRB.-P2.3 C, EET 5 SheetNo. 5 n ween 9E:= osas an osse nu omis an omne nm oss. M /- X X X X X properor 5 Se, G.fF.8d momer CP 6. /B.B6 Q.. . . . ._ . . _ , (, 4
. = -
-top' oF . CONC RETE .__
~ ~~ ~ ~
~f .
i
.] _ ~~[' _ . .__ i T ~ - . .
.3 ... i .
# n __._ . . . _ _ _
,ag- _ . _ . . _ _ . _ . . . _ _
s iy.
..f.4dl -- ;
3 t N / '
,l .
.\ / 1..,. . - . _ . _ . . . . _ _ . . . .__ _ _ _ _
/
~1 ll l _
i l e - .
; q_di l
1: ... .
= . . . _t__.
q
- f. .. J l .
As I N .. n __ f .-- j . .. Kl .-__ . j . -
. .s _ _ .
A4 ._ h ' ~ ~
~~~% _
5-- _.. . ;_
"~
~1 ,.~
- ~ '
3 s /
,S - ,o , . _Q . . * * * ' ~
~ ' ' ~ ~
/
4 (. . ! ..___ _. , . . - _ . .) p /_ .. . - ._
. _ .. s . . _ - . .
- ., p O .. , gg
~
"A e_ =. 7_oN C., . PULLb0T dEEA . (REEisg8-123c.1t:TI Rev 0 H .' -
d
' i .9 ...rihwAedtes)-M'-9.J._......_._..;
l.a e .= . . _ _ . .c.oNe, fuLLOVT_. CAPActTY /6o. .t I._ J'; _. . ._ _. 4.oP p = ox4fse h/...w _ . ... iPs
=.
g _. T-3 bo.G 5 ~;
+E' #pi' = 46oo psi ~ -E_L:~~~
rl.t. .. .. ..
' ' .. l .
Checking Method #. _j. F-166, 7-82 gnc m.=:=.= ::::2m - _ __. -
-w e -
-.-_,._,,,,_ym,_.,- , . , . _ _ , , - - . - - - - - - - , - , - - . - - . , , - _ , - - - , , . - - - - - . - - - , - , - . ,
'Gibba C Mill. Arna. JobNo 2322 Cient TUGco Butted COArc. PULL-0UT C&PkCITY OF A.Bf IN Group.c p r.ahdannnNumber s e 2 - /P3 c EET 5 SheetNo. 4 neween T Dans nw Osse nw asse nn osse nu osse [
El I X X X X X P, spear %_ g,ts.M Checker M g, /t.u __ q 4 l , , ' . . .__ l _. !_ __ . __'. .] _ _ ._ __ . : __ _ ___
; g -l . _ . _ . _ _ _
~
T. ._Y._P. ..E.. lou ._ .4. Bot-Ti G_.I O EW_ wrdi 5x 5 ft ..
-..-i . ._.__ ______. m _._ ____J.h _. 8'.._.s____. 1 __. __ ___
gig _v
" ' u _.__.?._._7 $ 1.s
_ _ . - - . . _ - _ _ . _ . _ ._t c, . .a . -_ .u . . . w . _._ _lu . ._ ___' _._.. _-- . .. _u . . '.
' I i , .._...___._.._w-- . . . _ _ . _ . _ . .
i 1 _ _ _ _ . _ _ - . . _ . _ . . . _ .i . _. . - . . . .. . b . _ . _ _ . _ _ _ . _ _ . . _. __ .~2 b_. Gii' . it e__. E N _ or G 5 9 ot _S _ _ _ . _'2 C _ G ._.u .9 E h>_. st,_.. L *7 o
._ J ..._.4__.4.._.-.___._._____.._ _ . . . _ _ _ . . _ .
- 2. e 10..... , . _ . . . . - . _ . . _ _ _ _ ._
. _._ 2 s g o . - --. -
T_ 9. .p E_ _ 3 m,
.. 9..B ocrs' S.1_0_.E. ,ta . _. .w..
- .e.m__. 6. 5 jL. '
. ._. 4 ._ _ _
.q. . S b _ . - . _ _ _
_.6 5r. &.
.O' '-
~ - - ~ ~ ~ ~ ~ ~
- ll
' ~~
3C -
-~~~7)C7.._1C__
q
- __ _ _; . : _..a. _a
. , ! i -
- -- - - - l
-tt i, ' '
__} __' _ q. l ._. 4. _. ._ ._3_ . .. .. .. ._. .
- _.w. =
~ _.'q. . ._T( PE. ' 4 m, ~ l.'2. BOLTS @, l 0 EN Wr. ...rH 5x5 IE.
Jj, !
~: '~'
e , i 6 i ., . ';. .___ 4 E e = .i .; . _.,e_i ! et, q xs lp., I,. .I _1 i - 6 , __ D. . . f,.C, si :
.. _.v .i N ,
, i .
,--3
_i i
- , . u .1 7, _V .7 ."_. .
! , ~i =.
r
, , . . . .i ,,. ,. ,
._ _ a ... __ _.
1
- m. - ,
i .
- - , ! l . , , . . .
w _ _3._g_ - ,-- 73
.._... . _ _.; _ I
._._._ 3 __ Q ,4 0 4....... '
_, J,., J . . . _ i -1_ p..j...a
- i I . .. - J i j . .j j . . .
.. ,i...._...
. . - . _ .I _. . _ . ...i.
1 ,. Mng Method # lMc'a: F-166,7-82
- h._ m 4 ryuts and m or cy pay mec% rpAs yuf esmAs of evd. endes
l . Gibbe B HIII.Brea. JobNo. 23 22 Cnerit TUGCO R&* COAIC. Pmi-0UT CkPACITY OF A,B.' /N GkCOPS Number aB- /PJC EFT f SmetNo. $" w omn m' omne nu omne nu omne nu omne nu osa. m / X X X X X Pmpeur OL GJ#.84
& M C. M. J &
i - _ . . i . ;
, -- L- _
-._..._. .~
__j__I._ .1 ~ ~ ._ _E 3ffE1lcd-~ K Bods G 2 0 EW ~waii 5p 5. fL -
> . _ _ . - = n.s, .w a .s.___._...- sts_a
" ' - a. 77 7_o
;1c. --a _ __._.u . ._ui . '
]. r ,.
. _ __ ._._ w
. S ..... .
._._....I _ _ _ .
I . . . _ . . . . .. . . _ . _ _ . . . . . _ _ .-
._ _ r s y,s a.
-o C --.- - - - - - - - - - - - - . .12 6. _ .s. . . y. e__ _ . gw/ n
..2L _ . . _ . . . _ _ l '2. c. _ a,___it.. . .a E W._.. g __ 'Z y 7 a i _.
4 .. . 4. ._ _ .. . . . .
. . g g y .. ._ _ . . _ _. ._....___
w
-. =
. _ _ _ _ _ _ . - _, ; _, .__ . +
s
. _ _ _ _ _ _ . . . _ . _._- 7_ _y O .j _. $ . .. . .. ..-
w.. im. 5_,s g. _ . .=. .. . .. . ... T(P E_T3 = .. . e_ B. . .oer.s e.2o... s. w, . _' _..L ..J 3 b ______._; , u L_ 6xr; __ . - .. 4.__ p ,__
. l g.
g y _ ..__
, . ___3 .
' I r
g
. . . . .__ -- u _
i . i i. . _ - . _ i.. - ._
.j.
F _ g . p. 4_ _
, ; a _. _ .
-2.___.. .. . -
., i __
.__T. (PIE. % os,, l.7. Soi-TS @, 20 E(4. WITH 5x5...17.
i
- < i . i
'1 _._s at o :e
. . ,i .. . . TA- . ._ -.. 2 o _.e_i_,. i .
4;. 3e e,, l l l- __ _ . p .___, ,. _ . q ._ .. _s
.e,'.l, t, _
140. ,ei y _ . . - 6 3 26 , ,. 1m_.117y" t
.H 1
! - i_, !
j ,- t ;i t
, I I i . !
q i i - j ._,,, . . . _ . . . _ _ ,
. ._. . _ ; l7 ;
. . i-1_ __ . , . _, !..-_.._ .'
3 g e .. .. _q _. , L _..._Lj
._..J_ _, _.. . ._. _. _
.4 _ . . . L
- i. .
F-166,7-82 MngMethod# }4:22a 4 epus sul rouwas alcongmaar se % tyhAs suf numAs of ar'ds amAus
-~ . _ _ _ . . _ . . . . _ _ _ . . _ . . _ _ . _ _ _ _ . _ _ _ _ _ _ . _ . . . . . . . _ . _ _ . . _ . , . _ _ _ . _ - -
l 1 Gibbe B Hill Inc. JobNo. 23 23 Cient rueco l Subject COhic. PUL L-0UT CkPACITY OF A B.C nt GROUPS l d Cak:ulabonNumber S At3 /PJc ser 5 SheetNo. 6,
- ei o. = o. = o. = o. = o.
M X X X X X Properw C. P F/M cn.e. oc c. z..n i _ _ . _ _ - _ - 4 p /g . L .. . . ; . . . . -- . . _ _ _ . _ _ . . _ _ 4 . .. . TYPE TQ 15 BOLTS GIO ...W/77/ Ex5& 4 4 4.4 .- q . _ . . . . _ . . _ . . . . . ._ . Eb. . Kn or
.Gx C 2.
3 .+ + 4..+ 4 . _._
% + + + + +. 5C 15 . _ . " . a
.V. 7x 7 & _
3 g jo _ ^ ~'
~ ^
~
[. .+ N + . TYPE Gb ~l6 BOLTS $/0 EW MTil 5x5 S
~ ~ ~
NICA
~~~
}4 4 ~~[. .
gf ~jG
- kl.i n
- % + + + + GC. 16 'F.
~0~ '.~ 7x 78
<n . . _ .
t
+ + + + .. . . .
- - . _ . - 4ggg -
WITH Ex5h
-= .
- - TYPE 15 Q. 15 BOLTS @ 20 A _ .g . .
4
+ + +. . - _ . .
15b . . .15 _a ?
-. 6.x6 &
w
.}. 4 + .g .}
g . .... 7x7il
.-m . . . . - _ . . . . . . _ . . _ _ _ . . 15c . 15 ir . - . 4 .
n- __ . i .}. .;. 4 4 .,. _ _ . . . . _ . . _ _ . . . _ _ . _ . . . . _
.-. 3 G g g
~ .6.. . . . . . . . . ...
e ~. 9 & .. . . . . . . L._ . .;. .;.-.
.s._.. ; 4 _-__. . TYPE .1G Q. . IG. BOLTS @ 20 EW Wirn 5x5&
I ! . _ . .
- 16. _ "_ . . .
._ 4 .
- LA ... y. + + .s. . - . i .
. _ . __16.. 6 . r V. 6xGt.
__ o_ i, . . . . . _ _ . 1 . . _ . . .._. __. ._ _ - __ _ .. l ___?)
'+.+.+..q....
. i _. .. . .. . ,
. ICC. . . _16
. - .._t_.a !
. r(
t' _ .n 7x.7#. U t._...t...t.i.}..., . . . . . . .! -_...i _ . , ~ . . . l , i , - i I j . 7_ j . q _.-._ . 4... _. q _. . . ____. ...+....a. . . _ . . . . . . . . _ _ _ _ . . . L._ q . .. . . . . __. .
, q, ... _ . . . f . . . _ . _ . . . . , . u _ _ . . . . . . ;.._ . . . . . . . . . _ _ _
,. ..>- . . . .s > >
. a .
. .. Checking Method--- # 1'm L u m , F-166,7-82
! %-.-~-. l
- - - , . - , - - - - , ----,------.p ,-- ,.--w-- - -
no
! m%e {
gJ1f , 3 k3 qID k0 9mN 5 {yq I g g g [ E g g [ a E n i gh f
~*
*# l:
3- , 2 . 6 V.
~
6 3 7 e 7 " 7 3 5 - i 3 2 6 P
)
1 7 9 5 44s
- 7 6 7
_6 4 4 3W
~
5 2 9 9 4
=>
4 8 9 _9 3_8 35 -- 0 0 99 6s 6 371 z2 53 5o e $b 0 2 7 O 3 2 3 3 3 8 2 2 3 3 I 2 1 a ^ e cf 0 o . o 9l 9 A O O 2 , o.' 9 8 O ~ r ec I o d I 1 z o 9 9 31 9 9 a O 1 _9 1 - + r M 5 1 si 5 2 r2 5 s 2 a 5 s 55i ji
, 2 2 i
za s 5 a 5 5 5 z s B 4 a 5 s {s55 5 3 ~5 3 "A 1 2 1_ 2 5 6 G 8b GI 3 G I 3 3 O ( 3 3 G I 3 3 61 3 3 3 1
@ c l
4 2 i 1 i 4 z 4N 1 [ i I 3 D6 E
. i o ? o o o 0 0 0 i ! i t
y 1 x s l U
. i 1 . 1 y $ 1 1 o o o
o l 1 0 1 0 1 0 t I? l i s s 1 sy 5 TV 5 x 6 s b F x u s 6 S 5 E 6 s s - 5 1 4 4 o o a i 0 a M a 2a 3 4 S 6
*^ l 2 3 4 5 l
_ 1
; . r8 v$
[ii* . . Il Il
!l5ij{Iji
- i;I) f, j? '!
t! ,I flll,! ' n {!\!
lTP &y &%% t t* O o $2h hh I g?u ? %s* sG % ~5 %i t cEe.8e4 . a 1 l f l 5 g l I r I r I
- VA
$ , t
,3h p
7 2, 7 ; 3 6 .
/ 3 A5 0 5
/ 0 R7 7 6 1
p [- 8 4 8 2 8 3 8 2 54.2 7 1 4 8 3 .
. 2 6A 6 G
_ 3_4 5 P
)
1 O R 9_ 9 99 9 3 G 4 _ 2 24 G 4 T _ 9 9 G a_ 9 93 2 4 0 *' _ 7_2 e 6 _
' b 5 2 5_ 5_5 5 G S
I
& 4. 4 G 2 '
' N I D 5_ 24 2_ 5 r '4 5 4
5 5 G G a v 6
# I -
1 3 4 4 A y . 2 2 0 0 f 2 2
- n 9 x 0 :
2 2 5 - - 2 9 5n
% S O O a y 0 0 I
I E I 3 l4 1 l5 16
, _gi l} g l l r8.va
, hl.lil}l!i il l' I.t
! ;I hel!
g n O '
'I-.il
' " 0 j f P2 'c2! BOLT Grot)P i
~
l[
' ^#
f dI l
'Ih '$$$ = 6 6I 8 ^"i!OC%# g 9
O O 304I 12 5,o
- JO G4 1b110 33 22 16 16 7d ' a "f
+ 7 lr o 3569 M6 c, 2b 6tG ibMb 33 2_ 2- 26 16 4 g lg}r
'1 kI 36 Gy6 10 4 o 33 2.2. zc 2 c, 4- 4.. 4145 75,7 g k
' 33 22- 36 26 14' 4, 4697. 64 3 y kqh 4b GVG lovl0 4
6h 4x6 lox /c 33 22 46 26 24 4- $249 57 5 } ll 6b 6x6 loxlo 33 21 36 36 14 /4- 92.) 3 63 6 5 [ li:i - r in ! t h - i r a L I 2 !, . 3 .a . !. y I O i
O h ' h .-
' opt . :.._F] ! lI ,
i ! jrfvin hgq- gg) ll' g f h 6 Y !$.?f k$ O. Yk?*h *hn-
; lia 6$ esso 33: 16 25; 25 10 ; l 2999 ; . l20 \ 5s 9 -
l
\
;. fpag. ._i y.
4.. 4 4j pf #4 id - // i/04) i j ' //b { $$ I g g f )g I dd- ! i i #I KT !/Ei. //! !8363! I
, 98 ; i y $$
-+ 4$ ## .!// i s/i j ;669$-i ! pos !. @ I
/44- -
F ! N w $ !l1
' I 14siF I ! g['; i/td ;d 4 44 sf it/l @ ' 86 $ g 31 y l s
(_ led sy hht qs , )$ sk bt >] i e) ! 17na ! l bb-A y ,yg 2 * }j j ; ii i 1
- p .
- ..
l L l
.j j , j. .
i. g 4 I ia 'r
-H n i
i' TF - - I
;t
- w
'..i :..
,. i
. r. + . . . _
I -
- l. j ! . , l . !._ 1
[u ! . . l 4 i . I_ l. . . _. ;
,; I. } D l- .1 I , .
1 h [. ' g %y
- i. ijl l i j.
l [ . . _ . . ,. 1 - s q f o i .
; . _t
.; % q)
~
l li l. i i l
! i
~
h
- :' r - --
t' iI I
.j t i
l-g I g
-l l
r i -
-}
i . . . _. 7..
~'l I;i
, . _. 1
', i. .
i I g e
- l _. _ . . . . __ -
i j i a ,
.n .
9 .i y l.I i.l.
! ! l.l.1_A 1 1 I. l l t 1 Iil l 1 1. l . l 11 l l 1l l. 1. 1 8
O @ p. p.
~
lI/g'f4! byideduPll l, 'I - y 11 ~.~~; 1. .
}! l I h # b' , b 6 g 9 b Ilb fs- h,ho 33; 22 kd ts 4x 4 l 43.2si; 778. ; y -
l.q 7fl .y4 y- - a j
^
ad k; y :~ ~24 is/f3 l l)lS; Q i T g f
! 44 46 .2Y : 24 , \6l73s' l..)24. ! y $7
\ f f[b i
. . m p g '
44-
,7997l1 ! fo9,5*; , m n, ;
i ' ! 46 G.G 24 ,1 s iF I
- 14. b 'i.
g - g, lib r ml h / " !- Ed M !2!4 C4 ! JPP$ I I ' /0/ d W C
" Kt
.( - Tsh.ed 2bh aa ki % eh 'a. u . sip ;
r p i s e i ,. 1 l-
- 1 1 ! I'
!l,i -- F i.
, 4
- r-- .i 4 i +_. .
l 1 % i 4 l l- .
.f
,j l .j .,
w i i -
,t. .
- !i;i gyg
, [ l , I [ g on g 9 ? 'j r ~~; it - i g r i t - . L .,
, j il t Q ,l ;
t : . ; p. a
=
t
.3 i ,
.._..J . $ g.
p a 4 y 1 1 . .._ t ..
; 3p.. .
_ j.. ..
..{. .
~ A I I Il l .I i 4 l I
.l I I . l-( . k. L Il 1 l l.l ( l i i l. i
,' h '
I )'
- 'il .I 2 e A<6oLT
! Geove { g
,8 68I #"il$$$P#T"eps g I ;
]'{[^#EdIIh'$h5m
-l..-c. Wn -
to m 3.3 _23_ _17.._ 17 . _ . o 7 o o a a 26 assr 136 + 105 5 n e g 6 !! n 2 C. 27 17 30 ._( l 7- 43E5 so i y @? i I {f [.'f 2 $'! [2I7_ 27 _7- . _ _ kb 23 17 7 4898 67t/o l j' 4C M 10 110 33 37 27 _ 5 410 59 3 V , ~ho F SC 47 27 2.7 7 4 flf .,
, q ,
]
37 17 17 S'S 6 2. 6 6 10 [ N O m 2 i 9 60 7x7 loxlo 33 23 27 5 f I % o I r [q F te l r e F 12 8 L i . g
- I 4 l '
g {r 8 , . >i ; . l
( h. 2'I4 yl l I ! I A.B GROUP $
^# M dDI$ 8 6I 8 '"i$$7P'((
- e s p4 g
s IIC ' 7x7 20j20 33_ f3 27 27 7 7 4630 190 g h l
~~
12c 27 17 7 27 .5852 160 hn % h I %t
-i 13C 47 47 27 27 .7025 128 I h n cm>,
g ir E 11 14C 47 G7 27 47 8/98 ll2 t s N fr II !sc 1 v 47 87 27 67 9371 10 3 2 <> y ll[ !sc ,7 _, n roso g3 .23 n cy. e7 47 47 .g322 se o g k l; l 1 '
)( i r !!i F r :% r jF I GU u
i-F e g
/r l '
i2 '
$ . j .
j $
- g',# .
gy WWNw - t O8o
@h gk > C.a. g >g3 -
- 8@ epa
{: - t h $a N p .h. y [ y l' [ g i [ l t , [ g g) h , e
~ . . . . . ._
7 j,l . 1 ;5_ ! j G 9
. il. J '
j,
- ' , .L ' .
II l I
' 5 Wi lti : -
{ N F l e j E 8 f b,I
%{ Eh. f .
,L
. r _ 1 T . 3 Y. 'lI y P 2 i 4 .J 4 7 l.I i 1 6 - d: l 4 3 b l ll l!;! {
.I
.g 'd j i
'i i
5 e fI x Ag 5 l0 8 _ L G. Mi 7 9 3I ! t. _
. ..i .
o 1
+ . .
._ {i N'!
5 i! . M/g l . 4; 7 7 .ii i. I 1 I e d- 1
}' . . .
E k: W d j I I n I
- e - 1IiI bg 3 l
d 3 I.
'0 li pp
- 1 i '
l l
/ c r . ;!
3 . ,i 5 : ;jIj it _ IJ I_ h . j Z 6 I; 5 i i
/t
/
iL Mg N 2 i i 4 5I . . i I.L l1. .. e
- hl I
' 2I l
2' 2 bi '. . _ _ i_j,. j Y k O1 . . 1 ___ _ __ _ Wl. iI.
- l
{ I 'l 1:
, . ; :li : ; .
i iI _. - h 5 0 .. _. 4 7 9 . {. II
~
[ ! I 1 /i _ i I E l-L p'fD i s . c . s !' 1 . . Ni u i L_ .
. c '-iL. -
Q _. r - . _ Ni _
- ^[ _ .
- i. i
._ _ ij._ -- __ _
ILLL pp p i . 7;_ !! LLt . _ 9 g_i. Eg [ h n [.. g f gtg g 23yg
, q l
embe G HE hm. JobNo. 2.323 C5ent "T" U G CO
' sm ccts c. YMT eMActTY OF- h4 s M GCOVM . , QmenNumber SR6-123 6 f67 K SheetNo. I5 w- we o. a- r-. n- o. n- e. n- e.
lum 8 X X X X X neem 5sr- WW14 - W hti_K 92b#
;,i iii. ... i
_ __3 5 _ ._
.J..--_, .: ,j _ .____.
g . q _. - .__ _ _ ....___. s 3 , m- p m-
. i ,- ' i
. . . ,,,,,_. ai _ -_. _ .! -
. q_ -. . -m .
g 4 .A**1 _; _ ;_ :. l ._ _ , _ _ _1 _.- J __ ___ __ _O. .
~
~ ____T:
~ '~l> ~f._~ .._ . s_ __! '
g- -- et
- , & ~~
y- ; .
- ' p _ : . ..
g
@ m
. N._. . % . g _. ._n _.. . _ . _
i i
'1w
._ ._ ..._.4 .,_ .._ _ . . . . _ _ . .
- 3 .. +._. ,.e . l.____.._._._ ,
lA - ____ g_ W___
,],
__k)__u.. _.og. 2. G i
. l
. . _ _. rQ ,
I . _Q _ b.. @ e 9
~
i ' g
- w. _ .L.h.. -
' i !
0 t4 ! i. .
& x~ a6 i I gr T c.- i ; i i i
_. i __st _ . _
== -
4 i- - i
.). o p 1-w ..
14 1 i
- : i L ii*'I i t_E_O N T,
~ . _ _ _ ..
. . i,. . . .: .. . .
a.
;) .
_i _ 19 ' ~ to ..I__iiI i i i i Im .. ._
, i ,
t i
. y] ,
I A h _ i i_ .. - i!i.... : .! . _ ._ ..T. _ . I _3-i ! l l .
..a .
'l l !
I h T--- i I- . i i. _ ,_ . ii i a j.
,! j - 3_.
j ,
! ! ' U .i A__ l iI 6 1_ , i ll
-j-m--!'! ! h,
.g;. -
I
--H l l -
. !, j,
!l'
. _3-l (~ ~Y M l'Ii i
! i.ET i ,
Ar --t ~ . - i , ;i , , , .. I I i i 1. L .L J _.. t L.; J l 2.2 _2_ L i._t_t_2. 1_ u _ L u. ._.. ...a # 4 .... F-166,7-82 Checking Method # Ez*/mL-a .e span an.esada af orpan se ampumper@g span aM maan af.ses e.am e--,,-e-- - - - - %,,,,,-.m--..,m,. , -w ....-.dwm,,,w,ee,.ww-.-ev-,w-g-
'g pmmve4 communk= don.
7 g g g g g; e g S *
- 5.f e
- C/ 5 C.$ E P " 52 sme3 6//e/hv ___
*** Pire suntrar Guts //tW5 ~* i:a0
- c /tt Est--AMEnf - n e / ,,/ A 6 S & l l-.
[ T W/AJ/CA/ P22 0 m CY$Al$ C - o
~
mm. on e. n v m e, CA. A mm(s rvac, y z3 57,'z d y % )> s Cyp m tr 4 CO d M M W-ma7 c.o
- j f ' *y c , f. A f , W WQ r .
l WM : '
$ Je da ~ c+%AM
~~
Y M W4 J , 4 u/w naa .
?.\ t' + , se Y2 L!
i
~
_m . x sea A ' A W %98 c-a-n $5Sby? S.k - acu,a n , w,n - Chk'd & Appr.by: MLK 4 u-l d' M g S- A
Subject:
Coue. Puit-our cmeny Filing Code: SRB- /PJ c arr or s.gm ciever Rev: 0 - lQ l Sheet No. IG ~^ mm l - G&H Job Ho.% dd?J3 a . m l
. . . . _ -_ _ $ . m- ~.' ._.y__m.m._..____ . . . _ _ _ _ _ _ . ..
l- l
- ~-
Communications
, c. .h . Report
* ~
Paese.mu - 1
~
l -
- ~ . ,
1 ,e) A & a.c A A % @* y ' es y M nax l't g y . ./A :-f-O il . p wLt& &A - l qi .s & ~4A% XW . l $ ?.h 9.3 z6 es-!M,4AA A . 3 $i d.
$niN g). wg '
or c**#
'3*
; ) it hl A pusWLA ,. J J A s # M o } .c6 W J.S. 6 M S/$ 2 7 te f
, k-b .E e 344 fg e $' ! $ mpre 7 5 frax ,7 '
8 a L2 t8 8 g g pyffk ^ 9 _
&2 -
~a . 2 1 - --
~
e
=
T1J G co i sibbs a Hiti.inc. Job No. 2323 Cient . Subject CO N C. POL.t.0VT dA9haTY oF A,fSs tw Geoves cabdatanNumber SRB- t 2.3 e 5ET 5 SheetNo. l8 m i X X X X X Precarv 55c.- 6/4/M ommer MAK 6 th to
.._c_..___.._
CcMp Lt/SION l. . < DOLLWT
- . . .CpActiy A S . . GOVERNED . By _.__
. - o -_. . . - .-
_._ ..___ . ._........__b_4 M iMVM J_LTINAT . .-. .-...Ei ...TENille cAPAc.GX_.
- - ' ~
._ 7. _. $EFf.TTEM 2) WHERE" 4 ofi. ' MORE_~ .
~ -
' ~Bo LTs W .h GROV E.ME Useo h :..._ . _ _ . .
.BUT. NOT .T'o tsa ceeb.~ FD R..
o- - - --
~ ~ ~
9 14 A GME--
^
. . .. . . . . . _ . . . (,l) . J. 2 . n 4) - BOLTS - - - - - - - - - - - -
q
@ . _.g . . . . _ _ _ _... ._ . _
.. 3 ...
_. .... . . _ . _ _ _ . . . . .. .2 _.
. _ . _.. ..._ ....._ _ .. .. . . _ . . . . . . . . . . - 1 __
! . i .
_ . . . . _ _ . . _- . .t . . .. _ _ . . _ . . m . _.. a_.... _ _ . _ . _ _ _ . . . . . . a._ . . . _ . . . _. .. _. . _ _ . . -
, 4_. . . _- - + -..u_
{ - . ..; . . . . _ - _. l I
* -t --i i i I
, i _
l5
,I- .
! . . . _ . . . l. '
. - . . _ . y _ . . .. i ';.._-
a - . _ _2 - 4 : .. i J .L. 3 -
.4 . . .
. _ - . .. _ _ _ . 1 --
4__. . .
- .i _. .._,_i_____.
1
' I e . ' h l
h+q .m_.. l
.1 ,4 .-...q . . _ . . _ . ._.}- .. ....p' ...-__.f_
. i .
1 . jj_ _ _- .
. 3 t _.i ,i q.. 4 3 _ . . _ _ _ . -
.)-
. .i ..
. , , 3 .. a .j , 3.L.,1 ... ... ,
I - L .- 3 . . . . I .. 1 i i ... Checking Method # I' W!:'::::::tm F-166,7-82 l
~ _ . _ - _ - . _ _ . . im. - , . _ . _ __ __ _ _ _
.. . 1-4 = s.J.-i e ==s=i e = M i.-m.Z.l i l
l y, 1
...w.s.asm. . em awas, s e a _i n s e ............. l s.
,. .e, x,3.,,o g e.w+;
== ~
._._ /t .
,_ n 2... .......
O (.' uw . . . . : .w er . . n s. n. g..5.,. s. . . . . . : TVJJ. *. .El.EE. . .W Hi?. . . XESTRel NT. . . . . . . . . . ... . . a . n . . . . . . . . . . . . . . . . . . . . . ' 2 COMME CTION DE5tGN %rugy .
.. + ,.
(1) ANCHOE SOLTS
- ASTM A 32o BOL7s
- / , /
l
.- :p : Its ws>. ;y a losjss.
ft = 4 7 rsi,[er Etsstabesp (A) AesA: ose, tensi,la a.e,a, 2 6.66 14I#
~
A+ - T*na'k Arsa. f.lh*4 hoe = 2 + s.ts = 2.,4 ,e' ,
- 2 }g'
- 4 b olf - 4b#
(B) TEkiSILE CAPACITY conneckten capactly in. tensJon is governeol by ore of tk followiny {f>ss 6)fa'du,res *.
'\ 0) Tsnsik capac[L3 cf Solb /
CiD NLUod Sfrenyf6 concnfe,' l'8' N bk85 WLlat (1ii) Anokorag' e. ca.pce' y based arv [erelssign YNoss-been~nj 5tns oI4nchor u flade.. (i) TEN 5f LE CAPA CITY OF SOLT : (F+)
. MSmie. 2'#6 A37o Bell : 44 = 2,77 e'n l Allowabk Stress: tikv- 09fy =03xKw:9b f sb ,
l orI.Gfsa 1.Gx47 = 75 2 Vsi (GMEMs) . l *S Ts.nst le. Cc+aciky = As x(;.cgg = 2 77x 7s 2 = 208 C l (ii) Fus.t.- oDT STEENG TH OF COM CEETE. , r l:f:b Vor Ott, alls, Gn.e sksts 2%5 (,Wi) ANCHOEACE CAPAC,lTY': L 6;,) ny bea/9 g(egsg. an Cancwit = 4 k8i Dien. f. Hols in. Anchor plekt for 28 $ Axsi. See = fjr48 k' Assu,rms. 2'x 6*A 8" Anchor Pl. .
/ r -.
l .' . Net Ar ta gI Anck Pl. = (8x 8 - M" #*25 ) * 'O *2y
- Anchora9s Cayaa% = Mst An.a s hissSirw - G*x4
- __
4**
- ^ ,..;...,.___-,..-_---.-m--.
1 ~ :.5 -""..; ~ . - ~. - " '~ 2 0-- ' " - ~~ ~
.*. . AQG..L916.. Orbbe a Hist,Inc. $R &-123C.
- m
' ..TKS = = = =ca5 = == ........
~ lv d .. ?.f. .... g 1[g_ A .. ...
.^i T ' = s >< s.s **3.9A . .
. .O .T.usx : . F). P.E . . .WH l.P. . .EES.TE A W.7. . . . . .<. k', .
.e -
, To a vimi sfa.ilaro c6 t i
I.aieral besu"3
.. .g forees (f ensik Loa. din) at an anc4 e ha ,, .
side covsr (Edgs). clisbnce Skall Sol bs ,
Lsss %n % folLce'ny : IJg"+ bolt = 9"
' /
2 4 f bolt = (2"
/
28"ck bck = 15 " (ii) CAPA C ITY AS CiOVE RM ED BY Coh] CRETE : EX hMPl E L
- InclivicIa t1f S[nss Cons :
O av <- o - O,<,c..,,,,.i" "
' ( u n t t m a s y a c c r o , ,.
, j Apex of shear cons inside slab clepib)
- 4q'\ l
\, ,/ .
' 4'- o" %'cid Slab lc' = 4000 Ysh'
%.-l p 6" 8 4 2"th h 320 Ealts .} aced ah Clof
' ' Dc Vth j Embe.clrntnl = 31
' Size { Anchor TL. = 2*x a*d*(As88, Fy-so) h
-___g-__-_-_ll' l$
Egschw. e. S4vess Arsa As _t . _ _ l
- lb b* $"" ~(A"*f' . 7
. .yo a .', Ag, ='~71 x(31)+ N x 3f x 5 + 8x 8_
. . . ~
~ -
- 8 x3
' ~~' '
s.-c.- :,
, .. he = 4075- G 4 = 4,o t I in'*
O. .. wtt- .a
. .. e ., ,
to a ..
/
= x ,,i, gr ,, x eg . , ,, ,
C b g = o. as P
/
= Gso K
s L' *; '. . SR8-1230
.A0.G . I318. . . Olbbe B Hill. Inc. m .............
h ' ... T K 5....... ==<=====a=== YS .J .. .......
'""*'" i
(_) w . ... ...
. . . . . 2. 3.2. >. ...... ;
4 .TnSI .i . .?/.? . . 9.RI.e. . RES!EA I NET. . . . . . . . . . . a . . . . . . . . . . . . . e onnt- . . m, .. YC NOTE : / - -
"po tv = gosK cAv.
Tensi.k Cap. g Bolt conf rols, p , rou oor car. = G53 K ANCHORA@ CAP. 240 ! _ EXAMPLE 2 Overlapkiny 5 tress Cones. (Limbel ThicKnsSS. Apex ef Groq shsar cone. Oorstes slab dp) 2'f g,olis @ l'- G" $ l' o' g/c 6'" "I' " "" ' "3 " * "
- P '
' O / (, /
/
#'y 8d'ra) 4 'q 3 roi, o , couc.
l i N
- p. ... .. :. .>
i A /4 h
/
\ g l
/ h p
+
's ^ ^ .. ^
,, ,,, .,, ^ . ki45' "pis l' i s - u
-r y s / .
/
N / .
\ ' 46*00 EFFECTIVE V lggyg '
d
-38, - II:
j STEfE Affa _ (a4 2[4-2Q 53, ras Aart y N
\ l s- o 4 @ l'. c. G'.d'J-l, S ,A. \l Te ad
. - - ...'r-Iu ;'p' sej g e4 N
':%.~4 . . . ---
S , -%g !B 3
~,;<
J s _. -e 0 :, = f. 5, ..
. . e l .NMi + + 4 W i , -f Ih G<
v i/ usg lL- l : t / s e
/M o
/
/_ _
wEP
_.._=.;- . .. .-. :. _e -. l- n. . , . . __ __,_. _ . .. Y. . ,a;'a ,. _ ;__ _. _ _ ., _ _;y. h,. SR.6-IT3C Olbbe B Hill. Inc. e m c ............
. a .kUG.1R7b.... ,
= = d...a......
~'"*"'"***'5""5"5""***
- e. --
O ...,..v.37.2.... e_.,
..?.E.S..
M....
.TUS L .;. . EI RE. . .V.e17. . . MR.4.MA I NT. . . . . . . . . . u. .a, . i . . . . . . . . . . ... . . . . . . . .
u, Eff., Sl.nu Arm Ag = (Projected Ares ( &lre.ss Can)- {4t* nLc
;i. ,,' for Limifed dt.yh)-(Toial beatiny are.a fur Anchor Pl) c I
+ ., s
/1 < . - ., ,
,, A e = xx(s0 + 2x soxsl+2x44xar+8ex44-(8o+ 2x31-2x48)x(4442= .
~
20x8so
- ~
l [ ,2
., k e =
I422 7 - 4 G0 - 1280 = l2,4 87 in s
- f. PJ1.- out Lead = 44J'.[c'p Ae G r o n I. o n.4)
= 4X 0 G5 j4 000 7 l248 7 = 2,053 C
_Q kolt = 2053 = 10
., [.oad her 20 I bJ OTE
- BOLT CAP.
- 2D8 E Confro[s .
.'. Tall- o ta.t cafo Ch.
Putt-ouT CAR = [02 ANCHoEAr,E CAE= 240s ( I % ~ l l ,f O r: : -
. , ,,; . . . . .g . L . m
. . .. . .._...u._.~. , . . .. . a . . g. a.;.. .. ,; ;... u_, ,., m , ,m . .. .
A. Sfblf1C.
.mc
,... Gibbe 8 Hill, ir90. .............
. .hl).G... .l.510. . ... #/S. .x..........
.... =.
,,,, ,, . . p.g ....
d '
- 4 -
L,,O .
-- r.:.,a. .s.ni e . . nu te. . . .eea.re ar.u.r. . . . . . . . .
EXAMPLE 3R OVerlappIn 6].ctss Cond n u (Li.mtli,p ThcKnsss. Avex ( fro 9 sfuer cene Insfor Stab f4.potsell4*4IV % ' ons. dtred6cn and 00TSIDE S(46 defn in ODwr- dada samt as E x a m p le i _, dt.f% s'n n Oktr &blon.) .
. /. '2 TI),8Y '
5 s _n b I$i [ }-- -\,
+sgs .v p
+ .
hY _l_ _
} ,
Aytx of Sluar cone falls' Osb$LdL in ons divsc%n oniJ . _h_h
/
~
' L 41 M /
t0 ' L- Lrn5% (b+ 2ta -2h) k conau.
'(m JE' I
,5 b + 2.ld- 2h = 44+2xss.gx4s a go" u ss';',3dial 31'a Top or enic M , He.nce % c , n gteef g a r / . A ca.se .
, I I.
li'I I d .'. A s a construth me.asur<. , h$s / . i g i;f di(L hs asssmt) %f m Stor in befb diredloos. apex ql3fres
'w' I:./ 1 u .
cones fah _ Eff.56nss ctcca.cyvl=Gn simt'lar t& Etsun& 2. . k= nx(3ff+ 2x2Gxzi42x44x3:+ 2sx44 - (8x 8 x 8) - -- .-
/ / -
/ .
B503 -5I2 = 799I In 2
"". :=' ' ' ' . . h e. =
. . . ,E jull-ed to.cl %l . A o. ss ,/4ooo y 79p1 ..f314
~
/ k
..O Goe Gront)
- 13f[= 164
..Loacl/6ott= a .t_. /
N OTE : NL. out capactly conlyals. Puu-*ot CAP. 164 ".( ,,
- - - u.M _ _ _ . _ _ . . - . _ . _ _ _ . _ _ _ . _
.- g . & .- - ..... w .; w d w . .. n ;,. , ;.asu - a. . . . .
. x.
$R8-It3CL o ..h0G...W.16 B !b b e B H i!I,Irso. m c .............
l
- S. 8 EA8. SM N g ,g y,, ,h. . . Of . . . . . . .
Cole .h . . . . . mm
.Q. Lfs. IfG * * " * **' y n
~( T. .~
ewm <. Q
.T.QSX.:'. .RM. . . .WH 1 E. . .RES 7EA)MT. S. . . . e. . o. n, .
)6
.a, 1
l h.) SHEAR CAPA CITY : (F0E ANCHOR, BOLTS)
.s,y:. .
yf/ - Conn c.cfion, Cpcity in s6ar as governeA by concrelt- ( V / ,) F d ll b e- Co rn hit.ct usiny
%,arfrJclJon. c.on,cul - Vu'c = f.(ft Nt9p /
4 = 0 85 / w- M*:', vswo fy = Ios a v l$ l.49 73 / , /t
= 0 55 /
i 2 2 77 (3Gd A = TinsU Area . 2h 4 45 2IB v 0l M of0*W O For fufde.velopment d! Skear sfrtogh dj. Anckr Bolfs to control d est3rt, Si.de. Cover (ed 3 9 distance 'toward afree. e.oty shau, hob he La An. t& followhy :
'l'f2" 4 6olt = 24" '
2" + bolt = 32's 2&+ bolt = 40' / . If s*Js cover Cedy) & stance is lsss %n as s ad above. , u.L%ote. conente. s%r sinn9s(v4.) 4. ave to bu re.da ce To prew,nb Silo blow od Cont f4Llu.v'ss and loss f ct(Lchoryto y M.lYLl%v rn. Sl clt. C.over Q d,3 c} kMiSt a,rt.CC, koWctycd glL [ rte, Edgt, Sfin(( hof be
- T s s % n % Jollowing : g1 7,n g g ,(y , .gry
.O - . .L 2" h boE = I0Y2'V 2.Q"h bolt .c l3 ' f
-d
.. _ .-... .;. .:._ mu .-~.a:- =:
. a - ',
g . ..; - --.: y - M,s.(*:
. SRE:.It3c.
.['. AL%..I37b..., Olbbe 8 HIII. Irno. ru c.a..............
.. .. 7. W ...... 8'***as. as**as. coamtoas
=x 7 f... .......
O - . ... . 1
. a 123.....
Ic .. . Iu s. . :. . . FJ.EE . . Whir. . RES TRAINI . . . . .'. . . . . w. . . . . . . .. . . . . . . . . . . . . . . TENSf 0M $ .SME.W :
$ ,OMbiklED
.w - .
(i) AN CHORa bot.T ' AEEA : CN N t. Anchoc Belb Qven recyirtal
;6r h.nSCor.1L Sfu,ar spredely ancl ' % ,n, nQ p co M neci egect. .
ENAMPLE : AEos. Sketar - a.nc6or hdW =' O.3 Fy = d,3 OR-
/ = 94- Kss,'
IGjr: I Gx47 =\ 75 2 Ks' (GovERWS) Ave.ct regcl.pc Te n.vN = 4 4 '= . hvea, ,5.E = A, =' reqcl .p
.,Q ,/ * '
(
*. 2,A regel. =(4t + A v) 4 I4ca. o[fAnch. B'E M.0 NINIMDM CAPAc trY ! Epct chu b Axcat, Tensten cmd/or T4,n5J'm clat to m om enf o.od 6Iut.ar in w 6o I.t or. a. y,.p fA bolts Skall be. addtcl . TMs s%,Jcl hot ocsed minsam capac h as joverncJ h hatt or concede.
buLoat or an.ch.orage, capacity (Su. sh. 1) hT y V(Arruro surse) <
, , , , ? C^W'")
/ G4I z e .
A?s' z h*' NeME FA \t uRE 1 (. s.w. ,, -PDSTO SNEAR Ten,sion'iri. boltcd to shear l'~ *
/ / = Applied ska.a.e V
! ., T+ V 4 MINIMoM CAPAclTY AS GOVERNED av sotr on conc. Por.r.-oor og et. senms. _ _ . . . L -. W pn x _ o h _ _ _ _ _ _ __ __ - __ _ _ _ _ _
~
..a..<;. ....[. n;.J6h-h.. a. , , - I
,..u.-i-A a . a ..W.. '1 -
MS-ft3 c--
. . hp.G... . .Wh. Gibbe B Hill. Inc. m c.e.............. (
7. c ...fKK....... ***55a5 =5=*5 coa 5=c= .. & ... ...... 1
~~ ~
7.'u S..... a.
..O -- . .M .
...................................................... -,. ~ . ......................
DOTE ON PETEEMINATroN oF PULL- our CAPAct TV 3 ( DO E TO C.ohtStung 7Enston $ SMEAlt) For compuk'ny full,- put Conerel,e,, dui care [.o ad [ m*sb bc 4.xwcised in c.va,lua.1'ng gech sfres.s avsa, A e. as akown on 'P.x,3 es 2 tas. Lden, a, bas e. seclJan is suk/scfc st 15 in,oment 4 6 hear , dele.rm 'n t. % te nsGn. clu 12, moment ow t.y For,Tuoss sotTS i n T u s g e o o r- & arc, warned ( O be "nsistd
'if 'epally * ' "' d"' " "'
by ad hor 5 in b S EMTJEE 70 k . ( 1 7 % m a.34 Lads f tension yte h o h cl a h momerk Ls large compare.& to % sion, d u t, sisar., egsetivo Si rtsr are.a Ae. Will, be Com,puhd chh [e Eose. Lotts in % 3roas s6jee6.d t. Las %sa>n # . shear and wor fy w entcy. 3 comp p bott . 14ows.ver , y & te.nsrlon, per boa du, b skuxr is kJyk compared % 5enscon, ocr bolt du t mornen6 An-
% . ENTIEE grou.j . y boffs I6 be, used in, compuh'ny effsch,'y c, sir tse arc.a Ac fw put- ou.t. .
((. l l .
- . . .. . - 3 L f L L . ... .- -. ..-. ; L ..c G:. C =.:.. . l .:b* ~ l
. _ . . . . St&-lG c.
. . h9.6. .L9.18. . Olbbe B HM. 3r90 9 m .ec.*..............
....e x s .... === = ==== can- 9... .......
. .. , .4').S.4.....
o-.a, . ~ . . . . . . . . . . . . . . . . . . . . . (.. ~ .14.9.T. : . . .P.I.PE. . Whit. . . RE.ST.Sh l9X. . . . . . . . . . (2)Yf & I!f'4COMCE ETE BLSEETS :(RICMMOMO SCREM AMCMot)
;+. .
'Nl..- : I"4 Inst.rt *~
Ty ps E c .2 $ E C 2W ' , U l)p& InSerf : Type EC G $ EC GW j Rickmonol Inse vis W U b e u St. d. W ith, A 325 bolts . . 1
. unun . noted othsewua.. !
(9 ' AREA : Uss Tinsus Ans of Soit; ,goim u;u nQ,s. g ,;.)(i,1,*-) , i I"4 2d# Nith a %alefind,: As so.sd5lo') ' s MOTE * \Y2'h Solts N's.th.8_thened6l inch. (h4 = l.49 in') n'il nor bs , LLSed as sbandavd. If this is Ystuirscl for dssLgn, e
~ VYOVt' Y'ferLncta must be. nade in % 4 B su.ch w* a 16re.asas Ih*/;.4 (g) Teuste.e cAPAciry: .
~
ca4>acity in bendon(P4) I6 governed by' ons. c[ A .
- Q
'( follovlng %ec. Rypts c1 fallaves.: (j f T t.n.s ite capacl43 ofInsert u g ,, .sg ,, ( , ,,_,g , g ,,e . (10 Tensil.t capa.cl4.y of A 325 bolt OiD Au-on.1 st .nyH> c,f conce.e.1e k d'89 h"1'8"' C1) Ts.nsi1.t. Caberc&ty cf Inserfs : l Fro m La,bera.lg Test da.in 4 nd resul6s a6 sult'ed' h
'b3 RicLmond Screw Anch. Co. (%lldin. # G , dated I972):
K-Tenile Gqsci.by { 1"h Typs EC-2 Instr = 24 - Aucuabis TensLin CaA>a cdy = o 9 x 24. G = 22 K
.%;ef.
.... ... /K W T t.n si,l.s c9. f Ijf'+ Type. EC- C Instel = G4 5
.$ :w /
A ucuabit. Tensde Casacily = 0 9 x G4s = 58' 6
. + .. . ~ -
.. . + .:. n _ n u . w _ u . . .... .. a . - a a . w .. s . a . = : w a.._ c . .
(R$-113 C
. . A U C. 216. . Olbbe R Hill,Inc. m ca .............
LECM M W
- D o.t . . 08.......
Ceae Dr . . . . .
=
.. , .. %.).U.....
u - 9,....
,(.. ..InSI.*..FJ . . MU f. . .RESTR A W.I . . . . . . . . .
n . . . . . . . . . . . . . . . . . . . . . .
. a. .y_
K
" kloTE : FMstet = 58
. I" , Fb e lh = 90h Ell- '"f g conc. controlc.
- i. Fu1L-ouf, Cap, = So{
Mu'nimum tpac'<ng y cleve,loprnent sluar Cenes = 22 (overloWa9 f conss 620 c/c h very (UW. It h n} : EXAMPLE 2
- O Vt.v' h t,'n q SErtss ContS in cru, dheb (Ag o [ stwar cIorte, inside, dab depfh}
, [ lh8p Instrfs 6 10" & 20 c/c
~
CkIVr da,ha. Same an> Eu am% 1.
' 60- l s Configu. ration { Sirtss connr
--h ,--- - $ _
i 1
('N ots shewn.
i[g g R, q. EgecGe, Stress Area ('\
' ~
i E A e. = ix(lo)*+ 2axIc - - gx(s zs \ N - x2 __f 6 " Sl4 - lG = 49 8 en 4
.k $)jl- =C')*
/l h e, =
,y _ hu-od Load = ApgxAe.
N ll ll
/[k
/. L n gr = 4 % O. GS& x 498 R,^,7 s
- a l
- -y
= 82E Z . . ., . ZN /g u .'. Load str Inse.r4 = 82 2
, 4f 4, .,n
~- .. %L-out of concrtkt. Controis .
--- , y .---__-.-_.,,,,~..,,._w-wy--mv ..,.,,.,,,,___-r-,.
. . g. . . . . . ._.
..u. .__. .,_ ;__, . ;. r.__ _
...............__..:.,.;..c..._..;..
e. Wik-it& C
'; ..AQL..t3.28.. Olbbe a Hist,Inc. p
.. 7 x A.. ...
= as. == = = = === i 4 .r,~ e ...............t3. .... ..
^ aA b "
i- O * "~ F
.. .T.u S I l . .El; .f. . WH.l. R . . . RESIgAl NI . . . . . . .. . . . . . . . . . . . . . . . . . . . . . .
E%AMM E 3 ;- Ovalo.yying f Met.s cones- in bdh b&n. cons inse'd e, slab depfh) (Ay,efsisar ft If"h InSerbs @ l0* C/f boLHQS-
.E. Other daba. Same a>>
Ex aroA 1. v s Efec%
" desss Arw.
[N$')'~~~,a I ! \ ~
~~
}N fs = ' ny(lo)2+ 2xtoxto + 2x40xto a'
a, ~ as
~
k 2o l f\ d y
- 4. 4ox to - Iox 1}$5 (5 2s)*
/
/ k r. = 17I4 - 83 = .{G31 un"
@ @ %)
't
&/ /<
Y/
.( 0
~~
$' O'~ ~ .'. %L-owt= 4X O. capac%)4 G5 xIG31 000 kl l !,
Y
/]Q' 9 = 2q8 A
V y n ,e T = = ao loact br Instrb = 2 0 =2 r s_^_- -
- s*
*Om ] .'. Ysll*- ont 6 J
Con cesl. Controls. o 6 9
-O s
----__.-,-----...-...-,n.-,-,.,-,,---..n.,.,._,--,.,,_----.--.._-,,,.-_-,..,....,_,.m, ,,m,,.- ,--,-m,w--.
.-___.,.-n-n--,--,,-...-.
. .. =-_ ~ ::.L~ =. .. . - -.: ,.wa+Wa.. . ..
US - e..c . ..
... ..,-._.w.......... . Sgg_lq3c,
. w .s,. m s... == a ma r ,9i
_ . a .........
- _ ,,... . m .t.) D ...
. w,sI .:. . .?.l?iE. . . W ill P. . . . . . .ER S7. E A i NI . . . . =e. =.a .u.....................
G g OVerle.pfi ng [ SbrtsS Cosits I'n bo% dirscDrs
~
'TxAMPLE 4 ?
( Li.miled Th'cxm.ss. 7" 44: .. Agu g shn.ar cans inside slab dytk k one, bicsc%n 4 ou.hsicls Slab ch.@ in eths.e clincl6on) l l /2"b Insu45 6 fo'c/c bobay. 10,
~
Ofktr data Same n.s Ex arn ple .i .
. v i , T .a NOTE: 45 a Conserfah tussu.re, 'd will bs g g', _
h d < N RB M*
'essumed h k ape.x
- .. O
*
- 3m / 9\
e 'x ' dy ' '" "* '"3 TNslos in both A'L'
.( g, g,
(
~
T dincttons. Assuybsfer 6' g, g
'o h
d / { eff. Slrass una coinpdaflon. 56eril.ar to Exant ia 3 l g ( / , [ Ancher 7, oft. l G S o d < /
/ l -
s yg Q Ae.=. n(io)+2xt ox io l @ 6- . N Y
~
l / I 5U +2xGoxio + Go x to M _ 23 S? __ '
/
r ' 2,- 7 X II yh ~ 14 x 7}4 1'/$ l' . 7 Rrv,3 4
\hl'i # , 3 3' N _
C
/n ? G~
l .... n b. IE ^^ @ :$use* -= .." he. = 2314 - Il G =. 2 l$rs s2-E '" " .
- Q = 4x 0. G5x /4000 x Il}8 = 36
,; Lond }u Tnsert =
= 25 g p. sy y g 4 i g
-}} g om#n ,
; .: hdL- ont o} concrew - c ontrols. me emMetlf u _9 6A s
i
. meannal_
,_m -
. __ _J - 1 = 2.% :: . ..__ aa_. .. .aws m . . .&. . . .~ . .: .c
- $R8-It3 c.
.; ~ . . A .Q.4., .197h erbbe a Hist,Issa. I n m ~~~.---
==== ==~< ama=== ,I,4 M .. .......
. . . R. ....
=
.o ..., . .U.%.')....
Q %,. .
. .T.u SL,;. . ll ? E . W H LP.'. . .R Eis. TEA /NI . . . . . . . .....................
L .
;w w e-..
) SHEAk CAPACf Th !
capacdy in Skar (Vd) is
*
- g'cR:, e.
con nection govu ned by oru. f W glLouiny :
'(O Shear casacity Da t & Lawesh d[ Insert (iD Skar Cayaclky { A 32s SoLt. Vak f (lii) Skutr c%ec'ty o[ Concrede, dt5hn ;*rE *St. -
koTE: To in cronSt. Slu.ar caj> 4cC6y , A 490 bol,f;5 rnay. be usul
, 'on place f A325 bolts (i) 6hcar Caoactly cf Instchs :
Tesf. dafa and reses a6 sufflieJ Lab,yalovy l-(O Rom E;chvnencl Scrm enc 6,r Co.C bl[tkn # G dghJ 1975) h skar sLrtngth IN"4 Typ s e;a insal ,. C89J :2'kr 3:(P .
= 3 x is x o.[= 48. s (
skar strenf $ .t"p rpt. sc-2 inwV , .
= 3 x 8xo.3 = 2g/
. {ii);.rskt capackr d A-32s botts: s e sy a s J m s s 4.g. t 4.r.s.
A6,ht. Tensik orok ( Bo[((Thetab NOT ewc6ldfyn sftw falaris) fh &{,{ ~ 92 VS$
,0 $ttirjn I%4 bell. Si Kst, Ye'LNb $k YLS,$ .
Allokabk 'Sfuar SLrtsS = 0 5 Fy = 0 5X 8I
- 41 k7'
[' _ _. 9% ' Is vI. c = y xi(govnas) Skar. Caactly g !!f"h boIt - i 4os x 24 - 33 7e
" L n -- ~ T/
...-. .. .-. x .= c. _ ..- -.. -- . . . . . a:, . .. . . > . & ..:.: u .u s.
l . x ( ... ._ . . . ._ SRB-in o
- . '; * . . Au.s. . .tnb. erbbe a Hm. cno. r ~ ~ .............
ma5= 7 8f .f5.=.......
"$=a5ca"ac'a5
"~
., . ., . 5 5w
..Frs........ M .. .. . m .)....
b,C) ^
. 7.Lut. .; . . . P. mR. . . NH.I. R. . . . RES.TE9MT . . . u. .~.....................
g .
"(i,@ SHEAR, CA9A CIT Y' AJ (OVERMEP 6Y Cm CEETE i
~
utt6nate, concede shear sloengf6 Mu be assu.med b be, egu.at is D[tirn ai. Concrik "Pu.It- out S k n y th 'P v.c', nov&he.d. ide &
-lo warcl 4 sfr or tctge i6 a4 Lc4st con1LIo(s d$"[r @ .Tnsert attd IL 4'{p ("4 Inse,r4.
1C Sbch Covt y (scy) dlSiancs 5 kss
%n as syscLjled, abovs , wit w dt, Concrski L. ( SkLar 51re_ng% han b be vsd we e.c4 -
CoMSIN E D TEN SiON d SHEAE ; (D) '
~ Pu, ~ % , 'Vu ~ T3 /
P 4- _V/c _ . Tu, = Actu,al Tensile, fru on Insert conn ec4n l R= Ach,d sfur 9 4 Led b conn ec6 Minimum, "8kIncity as
.[
~ *
,[%[ = yoverp by Insd or sivuclurnt. helt or a t.out rf con crete, 1 O m, cs.., os. 6 * , .
, /
1 %'. e, = Mlnimwn shnar capa.cLb as govtrned by Ensert i Of $$rsch. bolk at Conce CSts s'h. I4)f .
.. g . . . ,=... ..... . ..w ... e..
.--.w-~.a.=._._._..,_,_..._.. . . .. _
e e l SR &-lE S Cm ~
. . At:%.)R7b.. gpibbe a Hist,Inc.
F un. m.c n- S/pg ,, , ,,.. ( G. , , ,, , , , " ' ,
%<=ww ,,.. p g a.Mr,...,
u.~ & ~~ Qs =*"> g 5.n. . . . . :
. . . . . .e r -
. I9.#.I. ;. .F. ( R fi . . . W.4.f.P. . . . R.MI(MlNI . . . . . . ...
G . ..................... 1% AMPLE ON COMSlyED TEMS10M 5 SHEAR '. sa.w.c .. f .
'TK f
. *g .
% = is yassams.t)
, %= lO K (assarntc)l nad -44b kAd b bek 9 plied, d Ssase6 frh 6 n, n,n in seel y M a,s shawn in Pa. 12
_y g - Pa! =g c.Vd = 27 ' _ .p _ __
& 4lo
_%[_ _W'c,_ O . r
\,IS)V3+f10)4b =
/
7 q 27 0 4G + o. 27 = 0 73 < t.o e CHECK BOLT l 0 R, COMBWED TENSlotJ M 54EAIL 2 _ j - Allowabk T<.n s'k S-[,ress = G4 k'si .
- A 325 bolt 7
M$'d - Att,oua6 66 stnst f4 r,c (Thnad.5 hof exdadid) lYzf A 325 h o lt , Te nsk A u = I 4 05 in'
/ /
.', Tag = I.40s x G4 = 90C W3 = l.Ix24-3M .
~
- k. - -
-1 -
.- 2
.. .. 4 N. f l.0 ,
0 -
.w. - -
- S
.Y . . f' 0 to s2 ll ...
/
=-
{gl5g , f ( y ,7 ) 0 0 3 + 0 0 9 : 0. l2 ( t.0
=
l o. v . .
= ~ = = u 4 0 G..Ju h c.
w.k.=A~.. 7.45. .. A.. * ~,,-
- k. ' ...
.TD5I1. .'P.I. m6aa== ==== 5a4m."w a aa i a
It3.. a . x 2 ~
. .C O..* t,5 Ill7 ....
e.+) courorATtou
. ..WHJR..RES.TRA1.NT ........
.IZ.. .....
44,., ON 0F* APPLIED T
.o
. . .. - 83 0. . . . .
w.. INSER TS .................... (1) ANCHod EMstLE loa D ( AM.lEP . BOLTS
- MoMEMT cornpde, hnsile ONIX
.Q M Botts T, 4 T Load on, compes4ve, f anel ,
s4.rtss b con cedt, Forci da 'ls, 6 t.c y EtASfic PESf(N.. p,I Ili) 4xAmjle 'L_J 2 , on Pa.3 c, t8 ' \ Am.isp soMENT fc Con $9.te,hosila CoMPEESSWE t.0AD! T, , lo a.cl c on k(fs Qv&T sss 2 an I Concrin55he c"mpby EL srtc VP. M A p osgi + s Jm L e tove.Squ 1 Ql i on Po y la \ txceptions : wh% 4.xampl&
*fbcny _Jr,j l l C
@ conced,* c ! " 'l P t'sSwl com p%nk sL'ssompiv, str i clietctly b t lodes,A"hs."""}'lll A 9 C= e gen f( np s5 5 C fe P + (T, +2T) / g'"'? 0' c P(t,-&s' . ~
=
tb ' T xb + T2yc g YtSt,yn %ct.J4thJ S i m b r.. $o d rs A Lxatnflr Orb P .g . 1(M )/ B ..
- aye'16 ,
Ix$)+ l4 C(96- r,,gxf,, 4,$)= . M 7'g, N I /b . 4 costr t-
'r ),
P
- D^[h. [
,l l
h = .*.kSt." vee?' EEe3' %T3" * ; L., b ' c g
F. _ .,
, .. u . . w . . i . . . A . . . ,:. 4 .J..., ..__u....i.r.M.......
, J .2.1 _
l :. '
~ . . Au.s. .ts 78 erme a um.ina.
SR$-ItS c-
' ': ~ . .............
. . . .n.34 .c . = = ,, _ ,= = - - '/lf /a,,,.......
' ,t( e u w er.... -
eens.. $.3.1.h.... m .7~4 /.S J. . ' . . .E/EE. . .WNJP. . M.S XRR./. N. '[. . . wm..................... . LoNH EC 7/ot4 >E .C / G H W!7H A N c" HON ' bel T.c. l
'70 F/ND FORCE.C / ^/- 86L Ts dug rd MOMENT.
b: G G ,, 1
- \
E A df97/M G MoMENrs CF TH t: AREAS To FINO N R. I N L
"* t*100U LAR RA'f/O
- s. e v M = 8
- 71.2' 7 7 *e ARGAer,o A. A 46*4 ,
v [(s s- v)-+(ge -n)] lv1 > v v
.a sol v /NG, ns I?*/ it{ . w Q o o
_o o
^"
TO Fl^!D THE l'EN TRo t D OF FORC E.s T, F. T1.
~" ~'
\ hA fe: ,.,,, }e V%
.=' .2.* / $c l g" %E Tg_ g d -n- to $ :.
4 g -17.) = *
,n ,
l /7 / s3 l .= /* S1 [c / i FROM To s l'S2h */Y = L/ 1 21 fc + I'O$c TA K /H G MOMENT ABou T 7~HE CG Ro/D s f f 2 72, c [ss
~
171 1. s sooo eiz 1m r w amen. Seco4L I 3,.
= /
C= 4 3., W* 24 k. i
, D c= k f, b E. : fc . = Ess u N1V , p. Q m 6 6 # 17 I
< o y s f.,
C. K.
anvavireto,JLEibh,lgt/QMJCn,ELB:skd/AMEnkro,HWM:nt01,hT
'.sHMarin3/077 1GiBn11cr3.,')TDN .wkin3/HHLapinig , CUTGOING (dug \jdd d e '
U
- ===ts
~~
t as A
@ e.Gvaee dP C,.N g s lN/A
,, ' June 26, 1984
,y GTN- 69102 Texas Utilities Generating Company -
Post office.Bos 1002 Glen Rose, Texas 76043 og 0 Attention: Mr. J. B. George -
~
Vice President / Project Gen. Mgr. l
. Gentlemen:
TEXAS UTILITIES GENERATING COMPANY COHANCHE PEAK STEAM ELECTRIC STATION G< PROJECT NO. 2323 PROPOSED MASS PARTICIPATION FRACTION SENSITIVITY STUDY By copy of this letter to Nancy Williams of CYGNA, attached is Gibbs & Hill's proposed plan of action'regarding the Hass - Participation Fraction Sensitivity Study. This plan is additional work by way of' follow-up on the initial response on seismic analysis of piping presented in GTN-69098 dated
- June 11, 1984.
l Should you have any questions or comments regarding the - proposed plan contact Henry W. Mentel. Very truly yours, GIBBS & HILL, Inc. Q RE8a-HWHelic Robert E. Ballard, Jr. - 1 Letter + 1 Attschment Project Manager CC: ARMS (B&R Site) OL + lh
- N. Williams (CYGNA, Calif.) IL 1A j C. Bjorkman (CYGNA, Boston) 1L di G. Grace (CPPE Bite) IL 1A D. Wade (CPPE site) 1L 1A P LYGNA y a, - - c d
On Dre v'~5 JOB NO 3 ~~ - ~ o ATE LOGGED; - I.OQK0.s -Y - igtx, - 2~7"7~ [ Q] - cnoss arr. rite .42.O_f - QM._
? .
l
'O SEISMIC ANALYSIS OF PIPING EFFECT OF HIGHER ORDER MODES / MASS PARTICIPATION
- i
. PROPOSED MASS PARTICIPATION PRACTION SENSITIVITY STUDY -
1 I I Gibba & Hill presented its initial position regarding the effect of higher order seismic modes in a response to CYGNA Energy Services transmitted via GTN-69098 dated June 11, 1984.- - Based upon that response and following several discussions with CVGNA, Gibbs & Hill proposes the following plan of action: -
- 1. An expanded explanation will be provided of the 4
preliminary results of the mass participation survey conducted by Gibbs 6 Hill. In Gibbs & Hill's present response a simplified table of results indicating an 1 average of 46 5 percent mass participation is presented. ' The basis for this and the means by which this number was { arrived at will be expounded upon. 1
, 2 A selected number of stress problems will be re-analysed.
j This re-analysis would bw performed on a atiter version of ADLPIPE which accounts for.the non-participating masses of j j the higher order modes.. (Our present analysis is based upon versions 1C and 2C of ADLPIPE obtained from DIS / j ADLPIPE, Inc., which has the program imposed limitation of* not considering in the modal combination those modes i exhibiting a deflection of less than .001 inch.) The , ,
' selection and re-analysis.would be done according to the '
following steps: i a.' The selection being based upon ' Problems presently exhibiting low mass partic-1pation fractions in all directions (x, y & s) as well as problems with isolated low fractions i.e.,
'y' only.
i j The selection being from various pipe sizes and li piping systems..
.The selection covering a va'riety of bul'1 dings and eletations.
~
iO
- t i
- 3
.- z ,
2-1 The selected problems being a mix of those which do and do not contain a seismic anchor movement load case. I
- b. The selected problem input data would remain as is except for necessary modifications to make them adaptable to the later version of ADLPIPE utilized,
- c. The results of the re-analysis of the selected problems'will be compared with .the original as-built analysis.
To be compared would be Resulting Code equation stress levels . I j Support loads on the basis of individual loadi.e., i contributions as well as loading conditions t
.' normal, upset, emergency and faulted.
t Participating modes and higher order modal deilections.
/)
} Equipment loads, where applicable. - -
- 3. Upon completion of the re-analysis a . preliminary rarost
- , will be.made to CYGNA thergy Services. It will be at thet
- time that Gibbs & Hill will be in a better position to ascertain whether additional work is required.
- i l
9 O t .
a 2.
~
- ~
~
. TUQ-2169 TEXAS UTILITIES GENERATING COMPANY OFFICE MEMOR ANDUM s To EIaWMd}'eli;_I Glen Rose. Tex June 7. 1984 sub y Transmittina IR's Attached are the copies of the Inspection Reports that you
.. requested copies of:
BP-00258 BP-00341 ME-25096 4
- On Inspection Report ME-25096, the original was not in the package at the time of your review, it was a copy of the IR.
The copy is still in the package along with the original which was closed on May 15, 1984. We are also transmitting copies of the Master IR Log which shows the two BP reports to still be Unsat and open. 7 fu A. Vega f ( TUGCo Site QA Manager AV/dl cc: D.N. Chapman D. Wade I CYGNA --Sr t/ O U 2.
/ h?
p7 Loc::co: h LocHo.: - F L / St. M
~
f(you's PP '"Ler. nt: l_!f g f f g e, iv.ws-
. 6< &bo
b . , 3 1. I r n
. ) -
ht$PECT10N ItEPORT LOG . .
, INSPECTION -
REP 0ftT REPORT CLOSED HANGER # SYSTEM BLOG.a ROOMd_'DATE SAT UNSAT DATC y NUM8Ea
< 335 CLI S DM /
bO(3C3_d Al4 - ( . stib Cf*4 c r-L A G b4 A Li f a
\
w_ a . r.,1 w . ,.cm,- s c, u n, a x12 u . ,w / G I-f Mtu 4d3 Q-n43 / .
. 14(,14 1. (4 hrit i . DCM . 3 Ws" H .1 -13 9 - m i.<*c f . _% fl #J e4 t a It "h U A iJ -n. o /
\bf t4c.na . v . 63 A t- FA-nN- \ b fa 14111 1 Li a tan La <
P O c c ,"% Y t i m e, '3 , 4 - 1411 LI A T-.Al 't i s .cin / / 4-M 13 ADen'A 40 Eims. $t E 7 s to kiA bGN 7 0-h U / AM9 . TW& !5 :; PFG ON SsOre3%4% EiL4 K Ao72% AA WI T 0 i-O V / //Jff
-rcum:wume - .
( 'irasi7c.,4cs-i vu A %til 1 0 i. o Ve / 7 APnnAa-a _ Me OAi i' o . .w / I AOoosaA nr. amc>. nc3 b9nrA +44 'I L kM n-3"A M4 R.LS i ~2 . g .,1, g
/ db --
sponws Ec% nuw i un % t du / ' 2 '" eyn l b Li ).b* k NN WL , ri t
- IMM [ 0 lI*N OEd b ---
s MA NrTe. E i c4-O # PM3 bDOO'A 47 C A(s tC iTb t
% 0ochd b L\k k nnCs - t Lt mA %'*-t 1 a e,.D / / l- 2 63 NmblC1 it 4 k ? c ,9%. # A (Sa rt ht 9
- a. Fa /" '7 ~
r hPNV.% H O.H
- f
- 4.. m*> O-M SH tiu v 10 0 A 0 5-D ! / M-It'M
,$!=x /
sto y onr, / Af /C d4r e M I u. ca. . i . .,A . nm . orr-! C, i4 J A r A ev:s s# w.i m.mc .nns Cw nov nas
, m .,_-:. u > 7 >lt M DW, 13.A t W V >~u
?h0c rMs d t a C,4. \ . M.. eses.mf A 49 Aux A P c M rs4 a.c a . n . ,on..cs i,k.nb C.9 fl u y .@M o .w h / i :n t i
( .
Y , _) " INSPECT!dN REPORT LOG
' INSPECTION -
REPORT REPORT CLOSED NUMBER HANGER f SYSTEM 3LDG.a R00M4 'DATE SAT UNSAT nATE ECnnad uc 5 a.n 6.oio cd-b CS cui 21% a-iw t/ / g.g.g l EOmQ4K u t b i Ath O ih C o 9 3 05 ntir c i% c o-D / / A. g.s t
. 90 c4tf MC SI. Aey caci m o - A C' S duv A16 n -ti t 7 Ud[
Mmnw cht-Q Arwcei-3 CS Auy a is inosa / / 33 M DP n'.m i C Sn e Ao.cci.4 asa CS Auy .o i s a. ,m - y.{p P#mAm P s o c:o 7 >c o A s as OS dur als m.em ' i/ / .. s st IO m:y4y S u 625. A 6.Dil co- 5 EA Aeti D is; mu / ~, Ib9CnmGI 'bl ,o D.cet.A%A52 OS AdY DIS n 1 A A-
/ > P epeo2ss aesi. ns.cao en.2 es nuy n is a-,L ./ r ...:o CDN bla b* __ . )CM
- M Sd K N lb N * ,4 *kl
.g h MonaS> ucsi. A N nAs coi-3 CS 4oi 9 i% - c4u.c / - v c.3.is NNFO'$ $ I bl. .D."100. A f5M U f9u r a 15 .aJa.u ,-
O# OOpdf S E1 0 tota.c c D. A A A k *A AniY C 1% Q-N 1: / G Mrreston w . m a.cri. ece,e .$rs Auv cim o*-es / 7 hta M e m tri -Ai . cmt, . nni . 4 =r. a .5 th Au G is a-s v.m / v- hIn ib0cmten =Ai. nas.cys,. aersi< ;. 56 n,a r A i e," is ism /- v 4IP
- AOc oof, A aAQ . ot nn nni Ave .s A de1Y &Is e.rw x2 /
dte.cwirnnn-avw 5- A Aux ces is.t u a s
- .CW 4 cCl d *A h M 4 tJ Y 4 185 a.1442 /
1 i r+ 2. cat,,.cen acco .<-A or n .Q i % anb s ( V 2 BM W- '%# bb All J M 15 m 8%4 # i h j ,
--.-,-.-,-~,---,,-n ,~.---~.---,--------,------,---en,.-w .,----,-n..----- ~ ~ ~ n. w<- . , - - - ------~ ~~~ ~ ~-,-~
a ,,. - , , .. w.wsus ann wrvu. r- -- - - - - - - - - " - " g
/ '.,I.,'~ ,
INSPECTifN REPORT Na
.4 ' IDENTWICADQN NO. s / sTRUCT1,la'E N U-MAncN
/*
??h L'l'" ~~- G r h &ur.V ac. ooc. a at,v. e l'.5/fd2 7M-/?d".?2 3 / d' 73 2 .
.- aEV ' a cnaNet no. musuRg on r cousp. omT. No.
. nr No. /
,j ,
2323-SS-9 s fe OI-QP-11.0-15 Rev.C y , ggspeocess esserenom Tion lNSTALLADcN @yiNAL ttrst
* ~~
OPRE INSTAPoM varicA NsetencN iNsPECteN O P*NSPr0DcN I g INSP. RE3ubTS O seantenon conspLrTED, ALL AppucAats Tus sansracTony yM3gff. /,4gj? / g ; ,,, _ _ ,,,,,,,, ,,,,,, u ,,,, _ , oe ia m cTo. om
. . . _ '(
- "",, INSPECTION ATTRIBUTES
,r s
; $ on,g 8
e
- 1. Gap does not exceed Is" at any point between baseolate #~
. . . . _ and concrete surface. Para. 3.1.
_ l
- 2. Gap does not exceed 1/16" for 805 or rnare of baseplate -
bearing surface Parta. 3.1.
- I
_ .... 3. For floor mounted ecutoment cao does not exceed 1/16" T
.. _ between cured cement arout and eouiement base (without l engineering approval). Para. 3.2.
) _. 4. Shims installed. Para. 3.1
_, ,_ ___ V l-NotZ Ah Of/&w tfdew?' ,d* J 9 '3 FM dJA* 7 7'i /Vef /,///W .
. . _ - . l 1
. _ _ . . . . l l ll
. _. __ l l
__ . l l l ~ __ i i i 4_ . . . . _ _ ReuAmo ( ll Te.) fAr O,spres, (P YO/5$4crsp fp- [/* , f5 2 l F
. . . . d g 1.R. CLOSE.D O ', ' ' ' i 5"^7'*
- __ t. ,s , . .N s,t; . ,.
6 (
..+t ..
M M3F '
I -
- t COM ANCHE PEAK STEAM ELECTRIC STATION i PEYT { oF INSPECTEN REPORT Na
' RPooAut i IDENTIFICATION NO. DE$1 GNAT 10M < ITEMO%TlONsc PL+rE , c ivre one-l, SYST%/STAMC-t .
SPEC.No. ACV. RLF. Q.C. DOC. & REY. & CHANGE NO. MlASURE CR TE5T EQutP. iOENT. NQ. 2323-55-9 s 7e OI-QP-11.0-15 Rev. 6 7 et///7 e Ola*aogss, o O Pa,Eg7gTion gggica o OFjN MCTloN OP;Eg7,,, , IMS P. R ESUI.T S D iasrEcTron coMetETEo , At:. A,,ucAstt ITEMS ATisr4CToRT Xa2//A.mMm <st/ff O'C INSPECTOR DATE MSPECTtoN CoMPtETED, UMATISFACToRT ITEMS USTED BELow g
. INSPECTION ATTRIBUTES ; h DATE sicNuunt
- 12
* $ 13
- 1. Gap does not exceed 51" at any point between baseplate u and concrete surface. Para. 3.1.
l
~
- 2. Gap does not exceed 1/16" for 80% or more of baseplate f}*
Obearing surface Para. :3.1.
- 3. For floor mounted eeuf ement cap does not exceed 1A6" L between cured cement arout and eouionent base (without engineering approval). Para. 3.2. l
- 4. Shims installed. Para. 3.1 & l s 4. x 4-7Yo d O f 51*/ W r # l 6L ' Tho' 2 / So.# %15 ff'.-(s k./. of f/3 L.ocnTE D e/J U.OkL ( ,,rO60 /1
_,,o PC 'M 3 ARMS PW NO.99M'\ mnrYCn \L )#' ...e t40 5 - # uw---
- p. 7. O t4 V V l on E. V I i
l
=EMaa<s mas,snes, ETc.) afo
'd
** "C' " i' "I'
( <tf/,"2 is 1.R. CLOSED OM i oC W5PEC'CR 16
- - I 1
1wn UmlVMON B03
f ,.
= '
t TEXAS UTILITIES GENERATING COMPANY P. O. BOX 1002 Gl.EN ROSE. TEXAS 19043 g June 12,1984 b ab; W s.B be CYGNA Energy Services b SrWb jg 101 California' Street IVt Suite 1000 y gj San Francisco, CA 94111 0 r Attention: Ms. Nancy Williams, Project Manager
SUBJECT:
COMANCHE PEAK STEAM ELECTRIC STAidNI'.},I'.j /i CYGNA REVIEW QUESTIONS _ . . . M. J U "O (Inspection Reports) -
.O K.L D/.TE I.ccc.tp : _
J_ [ 3 4., / p y
Reference:
June 7,1984 Letter to J. B. George (TUGC df G FO- M b.N._ ,_ from N. Williams (CYGNA) FILt; {././Mnt,pg CROSS R::F. Fn,i dgQA, lo<7 '
'~ ~
Dear Ms. Williams:
( Enclosed are TUGCO's responses to the above referenced letter. If there are any further questions, please contact the undersigned at Ext. 321 or B. C. Scott at Ext. 859. Very truly yours, TEXAS UTILITIES GENERATING COMPANY QUAUTY ASSURANCE DEPARTMENT TbGCO Site QA Manager
. AV/BCS/bil Attachments
- c. c: D. N. Chapman D. H. Wade
( A DR1'8980t>M t >V TERAN C*108.8199:n EE.0:t'1 trit' t"t 0MPAN 9"
..:S- _
- k. -
Item #1 No hethods were identified to address the ' segregation of deficient items documented E on Inspection Reports (IR's) to preclude inadvertent use of or further work to the items. The concern is that a deficiency could be made irretrievable or the condition could -be made worse without some type of restraint. What procedural guidelines existed historicauy and exist currently to address this area?
Response
The inspection is The Inspection Report is used to document field inspections. identified as either being satisfactory or unsatisfactory. Inspection reports which reflect unsatisfactory inspection results remain open until such time they become satisfactory.
~ Please refer to ANSI N45.2, Section 9 " Identification and Control of Materials, Parts and Components" which states in part "...where physical identification is either impractical or insufficient, physical separation, Identification mayprocedural control be either on or other the item appropriate means shall be employed.
or on records traceable to the item, as appropriate." In all cases unsatisfactory inspection reports are traceable to the item and are verified acceptable prior to ( closing the inspection report. Item #2 Inspection Reports which identify unsatisfactory conditions do not appear to identi corrective actions which were taken to correct the unsatisfactory condition. What documentation exists delineating corrective action steps taken to eliminate the deficiencies?
Response
Inspection Reports (IR's) document either satisfactory / unsatisfactory conditions Unsatisfactory as implemented through comprehensive inspection instructions. conditions which can be corrected by rework, and then found acceptable, are docu-mented as satisfactory on the IR. Unsatisfactory conditions which require a repair or use-as-is disposition are documented on a NCR which requires Engineering review for corrective action.
r -_ __ __
. k..
- l Item #3 A leview of CP-QP-16.0, "Nonconformatices" and CP-QP-18.0. " Inspection Reports" ,
does not appear to address specific guidelines for determining when an Inspector should issue an unsatisfactory Inspection Report or a Nonconformance Report. What procedural guidelines were available historically and are available now to quality control inspectors which delineate when an unsatisfactory IR is generating instead of a Nonconformance Report.
Response
Please refer to Procedure CP-QP-16.0 (copy attached)"Nonconformances", paragraph 2.1 under NOTE: "When nonconformances are detected by inspection and testing, they shall be reported in accordance with quality procedures / instructions describing the inspection or testing functions (IR's). Where specific guidelines are not given in quality procedure / instructions, the provisions of this procedure shall govern (N C R's)." In other words, each inspection instruction establishes specific inspection attributes to be inspected. When an attribute is found unsatisfactory an unsatisfactory 1R is written. In cases where unsatisfactory conditions are found that are not within the scope of an inspection procedure / instruction an NCR is written. For example, please see attached Inspection Instruction QI-QP-11.3-26. ( f a 4 ) c
- . _ . _ . _ _ . . - _ , . _ - . - - ~ . - _ . _ , . , _ _ . _ _ _ , _ - . , , , , . . _ . . . . . . . . _ . . _ , _ _ , _ _ _ . _ _ . _ . _ _ _ _ . . _ . , _ _ , . _ -
4
,A .
. PROCEDUME REVISION 888UI PAGE s .
MER DATE
, TEXAS UTluTIES GENERATING CO
'P-QP-16.0 13 1 of j4 BAR 2 8 gy PREPARED BY:. 1.orel
.S-/tF/
DATE
- NONCONFORMANCES
< APPROVED BY:
'q 4 34 4 DATEf 1.0 REFERENCE 5 1-A CP-QP-15.0, " Tagging System" l W g, .
l 2.0 GENERAL Opf:hes 2.1 PURPOSE AND SCOPE 2 The purpose of this procedure is to establish a nothod l of documenting the identification, resolution, and closecut
- of r.onconfonnances as defined in Paragraph 2.2. It is the 4 responsibility of all site employees to report items of i
nonconfonnance to their supervisor or to the TUGC0 Site The requirements contained herein are !* ( QA Supervisor.
! , applicable to nonconfonnances identified for materials, 4
services or items associated with safety-related structures, i systens and components not under the jurisdiction of the 2 ASE Code Section III, Division 1. NOTE: When nonconfonnances are detected by inspection and testing, they shall be reportevi in accordance j with quality procedures / instructions describing the inspection or testing functions. Where specific guidelines are not given in quality 1 procedure / instructions, the provisions of this procedure shall govern. In Oct.1983, a Building / Matrix Management Organization as established for the completion of Unit 1 and Commo n. Section 3.1 and 3.3 of this procedure describe the processing of nonconfonnances under this systen. Section 3.1 and 3.2 l describe the processing of nonconfonnances for Unit 2 and areas not under the Matrix organization. j 2.2 DEFINITION , l t 1 2.2.1 Nonconfonnance ! A deficiency in characteristic, docunentation, or procedure i which renders the quality of an item unacceptable or in- j i detenninate. i i l i i Tuoco o4
)
r' PROCEDURE REVISION ISSUE
, NUM8ER DATE PAGE TEXAS UTILITIES GENERATING CO.
CPSES CP-QP-16.0 13 E 2 6 9841 2 of j4
,, 3.0 PROCEDURE 3.1 NONCONFORMANCE IDENTIFICATION 3.1.1 Field Identification When a nonconfoming condition as defined in Paragraph 2.2.1 is identified, the individual shall immediately apply a Hold Tag, when practical, (Reference 1-A) and note his name and telephone extension on the tag. He shall return and note on the Hold Tag the appropriate NCR number when obtained from the TUGC0 NCR Coordinator.
NOTE: For electrical activities, the inspector may use his judgement to apply a Hold Tag to a nonconfonaing internal component. For example, the inspector may apply a Hold Tag to a broken / damaged terminal strip and note on the Hold Tag wording such as " Applied to Teminal Strip Only." On the NCR the statement would be " Applied to Tenninal Strip Only - other ( unrelated activities may proceed." 3.1.2 Reporting Nonconfoming). (Attachment 2 conditions shall be reported on the NCR fannSuppo Inspection Reports, NDE reports, drawin,gs shall also be attached to the NCR where appropriate. The location of the nonconfoming condition (structure, roon number, elevation and area code) and the system / subsystem number shall be recorded on the NCR fo m . NOTE:_ The system / subsystem number is not required for discrepancies relating to conduit, cable trays, protective coatings, cable tray hangers or anchor bolt locations provided that the structure is identified. 3.1.3 Numbering the NCR Before sending the NCR to the Quality Control Supervisor, or his designee, the individual reporting the nonconfonnance shall obtain a number from the TUGC0 NCR Coordinator. This number shall be noted on the NCR and on the Hold Tag per (. Reference 1-A that is applied to the nonconfonning item / equipment. i l
. TUCCO OA
.D. m
PR N
, N ER REVISION PAGE TEXAS UTILITI GENERATING CO.
MAK 2 o 584-
, CP-QP-16.0 13 3 of 14
.. The TUGC0 NCR Coordinator shall assign numbers as follows:
e.g. NCR M - 80 - 00214 sequential NCR nurnber for that year year Mechanical, Electrical Discipline (InstumentatTon, _ Civil) For NCR's on items / components turned over to TUGCO, the , TUGC0 NCR Coordinator shall add the letter "S" af ter the NCR number and forward a copy to TUGC0 Startup for infomation. The TUGC0 NCR Coordinator enters the NCR number and brief i description of the nonconfoming condition in the Master NCR Log (Attachment 3). ( NOTE: The TUGC0 NCR Coordinator shall periodically review the Master NCR Log (at least annually) to ! ensure accuracy. 3.2 PROCESSING NONCONFORMANCE REPORTS FOR UNIT 2 AND AREAS NOT UNDER THE MATRIX ORGANIZATION 3.2.1 Draft NCR , The inspector will sign and forward the draf t NCR to the Discipline QC Supervisor or designee. When individuals assigned to departments other than OA/QC are reporting a nonconfomting condition, they shall forward the draft Nonconfomance Report to the TUGC0 NCR Coonfinator for processing in accordance with this procedure. 3.2.2 Pre-issuance Review and Preparation The reported nonconformance shall be evaluated by the Discipline Quality Control Supervisor or his designee for clari ty, accu' racy, validi ty, specificity and legibili ty. 3.2.2.1 NCR's may be voided at any time if it is detemined that nonconfoming iconditions do not exist, the nonconfomance was previously' reported on another NCR or other similar ( conditions exjst. In the event that an NCR is detemined
. to be invalid, " Void" shall be entered in bold letters in l the disposition block with the reason and justification p3 ,
TUCCO OA
PROCEDURE REVISION PAGE TEXAS UTILITIES GENERATING CO. CP-QP-16.0 13 4 Of 14 MAR 2 61984
- .for voiding the NCR. Any pertinent supporting documentation shall be attached to the NCR and referenced in the reason /
justification statements. Voiding of NCR's shall be approved by the QA/QC Supervisor or his designee by 4 placing his signatu re and the da te under the reason / justification statement. The original voided NCR will be forwarded to the TUGC0 NCR Coordinator. 3.2.2.2 If the NCR is detennined to be valid, the Discipline QC ! Supervisor signs and forwards the draft NCR to the TUGC0 i NCR Coordinator. l 3.2.3 NCR Issue The TUGC0 NCR Coordinator enters the date issued in the
- NCR Log, maintains the original and forwards a copy of the NCR to an " Action Addressee".
(The " Action Adressee" normally is the responsible Engineering Supervisor who evaluates and dispostitions (' the reported nonconfonnances.) 3.2.4 Disposition 3.2.4.1 Final Disposition (Rework, Repair, Scrap. Use-as-is) The " Action Addressee" shall evaluate each reported l nonconfonning condition and detennine an appropriate disposition to correct and/or resolve the nonconformance. The disposition shall be clearly and concisely recorded i in the " Disposition" space on each NCR according to the j following: l
- a. The respective disposition block (s) shall be checked l
(i.e., Rework, Repair,Use-As-Isand/orScrap).
- b. ' Rework Dispositions shall specify the rework actions
; required to correct the nonconforming conditions and i
l
' bring the affected items into compliance with the specified requirerients.
- c. Repair Dispositions shall specify the repair actions l required to bring the nonconforming characteristic (s) to a condition such that the capability of the affected item to function reliably and safely is unimpaired, l
( i even though the iten still may not confonn to specified l appropriaterequirements.EngineeringRepair technical justification dispositions for shall als acceptance of the item with characteristtes that do not comply with spec 1fied design requirenents. Tuoco oA ___e =. -_- --. - . - - - _ _ . - _ _ _ . - . - - _ _ _ _ _ - _ _
- . . ~ . .
1 PROCEDURE REVISION ISSUE PAGE TEXAS UTILITIES GENERATING CO. CPSES
^ CP-QP-16.0 13 3 26 g , 5 of 14
- d. Use-As-Is Dispositions - shal l include suf ficient Engineering technical justification to establish that the nonconfoming characteristic will result in no adverse conditions and that the affected item will continue to meet all Engineering functional requirments, including perfomance, maintainability, fit and safety.
- e. Scrap Dispositions shall be made when it is detemined that an item is unsuitable for its intended purpose and cannot be feasibly or economically reworked or repaired.
3.2.4.2 Temporary Waiver For those nonconfoming itens which Construction / Engineering desires to continue to process on a " risk removal" basis, authorization shall be requested in the NCR disposition. In order to receive this authorization to continue the process, the following conditions sust be satisfied: (- , a. The NCR disposition shall include sufficient infoma-tion and direction for accanplishing the work. Detail
- shall be provided to pemit adequate evaluation of potential impact to affected parties (i.e., construction, engineering, QA/QC, records, start-up and operations);
i b. ,. Engineer Review / Approval shall be by the Engineering Group Supervisor or above; i
- c. Quality Assurance Review / Approval shall be by the Discipline QA/QC' Supervisors or above.
After approval of the di$ position a Blue Tenporary Waiver Tag, per Reference 1-A,fshall .,a affixed to the item. The NCR number shall be notad on the Temporary Waiver Tag. 3.2.5 EngineeringReview/Approva[I
- t, Engineering review / approval of NCR disposition shall be authorized by the Site Engineering Manager or his designee.
For weld related nonconfopeces in which " rework" .anly, is specified, the Site Welding Engineer is authorized to For Construction procedural approve' the disposition. in whic ' hardware is not affected, the f( l violation NCR's Constructiois Manager or h s desii) nee is authorized to sign
, the Engineering Review / Approval 'b' ock.
l M t
%g3 TUSCO DA -'
m PROCEDURE ISSUE PAGE REVISION NUMBER DATE TEXAS UTILITIES GENERATING CO. Es 6 of g
- P-QP-16.0 13 MAR 2 6 1984 3.2.6 Quality Assurance Review The NCR disposition shall be reviewed by the Discipline Quality Engineer for adequacy and confonnance to applicable speci fications, code requi renents and current drawing /
design change. If the review is satisfactory the TUGC0 NCR Coonfinator will have the disposition entered on the original, obtain the required signatures, and enter the date on the NCR log. If the disposition is not satisfactory, the Quality Engineer shall resolve all comments with the Engineer who dispositioned the NCR. Based on his review, the, QE may recommend , voiding in accordance with Section 3.2.2.1. Upon Quality Engineering approval of the disposition, and prior to beginning any rework / repair QC shall remove the red hold tag and blue waiver tag (if applicable). { 3.2.7 Revision of Nonconfonnance Reports When changes are required to the nonconfonning condition or disposition, the NCR shall be revised. This revision shall be denoted on the NCR number and the reason (s) for revision included in the comments section. The necessary approvals shall be obtained in accordance wi th this procedure for the portion affected by revision. ! 3.2.8 Implementation of the Disposition NCR's dispositioned " Rework", " Repair" or " Scrap" shall be 2 sent by the TUGC0 NCR Coordinator to the appropriate l department responsible for scheduling / coordinating work activities for implementation of the disposition. NCR disposition "Use Ai Is" shall be sent to the Non-ASME discipline Level III QE for approval as designated by the i QA/QC Supervisor. For NCR's dispositioned as " Rework", " Repair", or " Scrap" and identified with an "S" after the NCR ntsnber, an infonnation copy will also be sent to TUGC0 Startup. (. i TL CO OA Pm h 3 l
l PR ED REVISION I PAGE gEP TEXAS UTILITIES GENERATING CO. _ SES 7 Of I4 CP-QP-16.0 13 MAR E 6 1984 3.2.9 Verification / Closure The Discipline QC Supervi sor shall ensure that the NCR disposition work items' are verified and/or witnessed by QC. QC shall docunent their inspections (via, inspection reports, checklists, travelers, etc. as required). These documents shall be either attached to or referenced on the NCR as appropriate. The QA/QC Supervisors, or their designee, shall close the NCR by signing the " Verification" block of the original. The closed NCR will then be transmitted by the NCR Coordinator to the Pennanent Plant Records Vault and the
- date entered in the NCR log. ,
t 3.3 PROCESSING NONCONFORMANCE REPORTS FOR UNIT 1 AND COMMON (SEE ATTACHMENT 1 FOR NCR FLOW) 3.3.1~ Draft NCR (- Following completion of activities specified in Section 3.1, the inspector will sign and forward the draft NCR to the l Building QC Supervisor or designee. When individuals l assigned to departments other than QA/QC are reporting a , nonconfoming condition, they shall forward the draft l Nonconfomance Report to the Building NCR Coordinator for processing in accordance wit.h this procedure. I I 3.3.2 Pre-Issuance Review and Preparation The reported nonconfonnance shall be evaluated by the i Building Quality Control Supervisor or his designee for ; clarity, accuracy, validity, specifici ty and legibili ty. 3.3.2.1 NCR's may be voided by the Building QC Supervisor if it is detennined that nonconfoming conditions do not exist, j the nonconfomance was previously reported on another NCR , or other similar conditions exits. In the event that an NCR is detemined to be invalid, " Void" shall be entered in bold letters in the disposition block with the reason and justification for voiding the NCR. Any pertinent supporting I documentation shall'be attached to the NCR and referenced in the reason / justification statements. - The original voided NCR with supporting douanentation shall be filed in 'the PPRV (i and a copy forwarded to the TUGC0 NCR Coordinator. I l ' Tuoco on
l
- PROCEDURE REVISION I
PAGE NUMBER TEXAS UTILITIES GENERATING CO. CPSES 13 8 of 14 CP-QP-16.0 lW,AR% 6 g 3.3.2.2 'If the NCR is detennined to be valid, the Building QC
- Supervisor signs and forwards the draft NCR to the Building NCR Coordinator. The Building NCR Coordinator sends a duplicate copy to the TUGC0 NCR Coordinator for reduntant filing.
3.3.3 NCR Issue . The Building NCR Coordinator enters the date issued in the Building NCR Log and forwards the original NCR to an " Action Addressee". (The Building NCR Log will be similar to the i Master Log maintained by the TUGC0 NCR Coordinator.) (The " Action Adressee" nonnally is the responsible Construction / Engineering Building Supervisor who evaluates and dispositions the reported nonconfomances.) 3.3.4 Disposition p 3.3.4.1 Final Disposition (Rework, Repair, Scrap, Use-as-is) The " Action Addressee" shall evaluate each reported nonconfonning condition and detennine an appropriate disposition to correct and/or resolve the nonconformance. The disposition shall be clearly and concisely recorded in the " Disposition" space on each NCR according to the ! following:
- a. The respective disposition block (s) shall be checked (i.e. , Rework, Repair, Use-As-Is and/or Scrap).
- b. Rework Dispositions shall specify the rework actions required to correct the nonconfonning conditions and bring the affected itens into compliance with the
- specified requirements. ,
- c. Repair Dispositicns shall specify the repair actions required to bring the nonconfonning characteristic (s) to a condition such that the capability of the affected item to function reliably and safely is unimpaired, even though the iten still may not confonn to specified requirements. Repair dispositions shall also include appropriate Engineering technical justification for acceptance of the iten with characteristics that do not comply with specified design requirenents.
( 4 i TUGCO OA Penn No. 3
. :..~.-
~
I PROCEDURE REVISION PAGE TEXAS UTILITIES GENERATING CO. CP-QP-16.0 13 9 of 14
- d. Use-As-Is Dispositions shall include sufficient Engineering technical justification to establish that the nonconfonning characteristic will result in no adverse conditions and that the affected iten will continue to meet all Engineering functional requirenents, including perfonnance, maintainability, fit and safety.
- e. Scrap Dispositions shall be made when it is detennined that an iten is unsuitable for its intended purpose and cannot be feasibly or economically reworked or repaired.
3.3.4.2 Temporary Waiver For those nonconforming itens which Construction / Engineering desires to continue to process on a " risk removal" basis, authorization shall be requested in the NCR disposition. In order to receive this authorization to continue the process, the following conditions must be satisfied: 0
- a. The NCR disposition shall include sufficient infonna-i tion and direction for accomplishing the work. Detail shall be provided to pennit adequate evaluation of potential impact to affected parties (i.e., construction, engineering, QA/QC, records, start-up and operations);
- b. Engineer Review / Approval shall be by the Building Group Supervisor or above; -
- c. Quali ty Assurance Review / Approval shall be by the l Building QA/QC Supervisors or above. j l
After approval of the disposition a Blue Temporary Waiver Tag, per Reference 1-A, shall be affixed to the item. The
~
NCR number shall be noted on the Temporary Waiver Tag. 3.3.5 Quality Assurance Review The NCR disposition shall be reviewed by Quality Assurance for adequacy and conformance to applicable specifications, code requirenerits and current drawing / design change. Disposition for! scrap, rework, and standard repairs are approved by the] Building QC Supervisor. Dispositions for use-as-is and rion-standard repairs shall be approved by L {. - the Non-ASME dhcipline Level III QE as designated by the QA/QC Supervisor., TUGCO OA Perm me. a f l- - .-
PROCEDURE REVISION ISSUE PAGE NUMBER DATE TEXAS UTILITIES GENERATING CO. SS MAR 2 6 34
- P-QP-16.0 13 to of 34 If review is satisfactory the Building NCR Coordinator shall enter the date on the NCR log. If the disposition is not satisfactory, the Building QC Supervisor or Non-A9C /
discipline Level III QE as designated by the QA/QC Supervisor, as appropriate, shall resolve all comments with the Engineer who dispositioned the NCR. The Building NCR Coordinator sends a duplicate dispositioned copy to the TUGC0 NCR Coordinator. Upon Quality Assurance approval of the disposition, and prior to beginning any rework / repair, QC shall remove the red hold tag and blue waiver tag (if applicable). 3.3.6 Revision of Nonconformance Reports When changes are required to the no'nconfonning condition or disposition, the NCR shall be revised. . This revision shall be denoted on the NCR number and the reason (s) for revision included in the comments section. The necessary
~
approvals shall be obtained in accordance wi th this ( procedure for the portion affected by revision. 3.3.7 Implementation of the Disposition NCR's dispositioned " Rework", " Repair" or " Scrap" shall be sent ~by the Building NCR Coordinator to the appropriate , building department responsible for scheduling / coordinating work activities for implementation of the di sposition. l For NCR's dispositioned as " Rework", " Repair", or " Scrap"
- and identified wi th an "S" after the NCR number, an infonnation copy will also be sent to TUGC0 Startup.
- l. Y l
3.3.8 Verification / Closure l The QC Building Supervi sor shall ensure that the NCR i . disposition work items are verified and/or witnessed by QC.
! QC shall document their inspections (via, inspection l
' reports, checklists, travelers, etc. as required). These documents shall be either attached to or referenced on the NCR as appropriate.
The QE or QC Supervisors, as appropriate, or their designees, shall close the NCR by signing the " Verification" block of the original.
.(
e +
-%g3 TUGCO OA . -_-,._.J_,_._,___.-.__ _ , - . - _ . , _ , , , _ . _ _ _ . _ _ _ . , .
l PROCEDURE ISSUE REVISION DATE PAGE NUMBER TEXAS UTILITIES GENERATING CO. CP-Q P-16. 0 la NAR 2 6 1984 11 of 34 Copies of closed NCR's will be distributed by the cognizant Building NCR Coordinator as follows:
- a. The original will be sent to the appropriate building Paper Flow Group who will transmit to the Pennanent Plant Records Vault (PPRV).
- b. A copy of the closed NCR will be sent to the TUGC0 NCR Coordinator for Master Log updating and duplicate filing.
( ( . 1 TUGCO OA , Form No. 3
PRCCEDURE REVISION ISSUE NUMBER DATE PAGE TEXAS UTILITIES GENERATING CO. CPSES
~
CP-QP-16.0 14 12 of 14 ATTACHMENT 1 UNIT 1 AND CO M ON NCR FLOW CHART QC IDENTIFIED CONDITION.
- Prepares NCR & obtains number VOID Building QC Supervisor reviews and approves NCR Building NCR oordinator log and control original COPY . TUGC0 NCR l Coordinator Original to t5e "
Dispositionin ( f Organization ( ) NO Use-As-Is and Mo& Standard Building QC Supervisor NO Repair to Non-ASME QE- (- review and approve Supervisor disposition DISPOSITIONED COPY YES YES PFG assembles required documents u , Craft Works UNSAT QC SAT ir QA review and closure - Building NCR Coordinato4 CLOSED COPY 4 I ( PPRV , t i l l TUGCO OA Pemt les 3 . i
. .4
= *
. l lNSTRUCTION ISSUE
- NUMBER RNSION DATE PAGE TEXAS UTILITIES GENERATING CO.
CPSES 13 Of 14 CP-QP- 16.0 14 ATTACIMENT 2 . COMANCHE PEAK STE AM ELECTRIC ST ATION . . ." "* .._,_
. TEaAS UTILIT($
GENERATwo CO NONCONFORMANCE REPORT (NCA) l g, 16 ac'i.Nr '
- e . e.' .
_ d NONCONFOfEs bOEN
.} .
l l l e 1 2 5 0. E 2 a! (s PARA MFERENCE DOCuadENT -. - . _Rw'_v_
+.e,.
MPORTED SY. DATE: 1 I 1 OE MviEw/ APPROVAL- DAT E-I I ACTION A00MSSEE DEPART 68ENT , DISPOSITION MwORK MPAlm USE AS IS SCRAP i W w W i 5 l i
~
Beso M vgw/ APPROVAL DATE I I et Mvww APPROvAt DATE: ANil itEVIEW APPROVAL DATE i I y WIL; MRil RL VILW M gayg-u DeSPOSITIOss VEnitsCAfs0N 4 CLOSumg , ( -
! i
_e.,8. , i e e es.- -e ese e .* e ne e - e,===-e== eeem o .ee= - .=e,. B TUGCO OA
.' PROCEDURE REVISION ISSUE PAGE NUMBER DATE . TEXAS UTILITIES GENERATING CO.
CPSES CP-OP-16.0 14 14 of 14 ATTACHMENT 3 e ( c gl E!. f! ss t 8 o l .E ' i
?
5
. +
!E Y d 1' s
*f I &
i ( ' C W
. ,4
$]I w
1 E $- - c3 y, I a i di f. e
~n ?
Is M sg E i l' . l I l . l .. , _II ,+ ( ( a ','
.e l .
- l TUGCO OA
. w... a ..; .: ..a..- g .= m.- . - . .L - . . . , . .; : .. . . ... a : - , I.
EI , INSTRUCTION ISSUE
*i TEXAS UTluTIES GENERATING.CO. NUM8ER REVISION DATE PAGE 9L. QI-QP-11.3-26 22 g 3 384 1 of 9 PREPARED BY: /, J ., le MI g/, k ,
RTE' '
'.' ELECTRICAL CABLE
'# .. INSTALLATION INSPECTIONS APPROVED BY: h /J4&w//) d-7 N
~
c:., DATE APPROVED BY: l1.lifdP (, -7.pf
" ' . l/ ~ }
" ~ ~ ~ ' ~
[ . DATE 2
1.0 REFERENCES
5 1-A CP-QP-11.3, " Electrical Inspection Activities" I 1-B CP-QP-18.0, " Inspection Report" 1-C CP-QP-16.0, "Nonconfomances " a 2.0 GENERAL ((j7 p ,, 2.1 PLRPOSE AND SCOPE Ok k'[/ l This Quality Instruction supplements Reference 1-A and is
.( established to assure the adequacy of Class 1E electrical cable installations at Comanche Peak Steam Electric Station.
.' 3.0 INSTRUCTION
^
3.1 INSPECTION FREQUENCY AND SCOPE q The frequency of inspection efforts, as a minimum, shall be
/
established within this instruction or its daughter docments. The QC Supervisor or his designee may direct inspection to * : I a greater frequency should circtsnstances warrant this action. i- . The complexity of particular cable installations may vary; i the following are the required minimum inspection frequencies: 1
- a. Class 1E raceways will be verified to be free from cable
' pulling hazards; It is acceptable to pull cable in cable
' ~
tray which has Thermo-Lag applied without removal of Thenno-Lag . Quality Control verification of tray section has been established prior to installation of Thenno-Lag . , ' . . {. '
] .
WGCC CA am .
..-. = ... - - . . . -_. - - . - . . - . - - _ - . . _ - . - . - . - - - . , . -
3.g.49 Q.q:.. a: A v.u,9; E
+ .
,a w _ ,:, *. a 4
< g,gg,,g,.c. n;..
e-- -- i, ., h
- 1 f ER REVISION PAGE V TEXAS UTILITIES GENERATING CO.
~
CPSES i (. QI-QP-11.3-26 22 JUN 8 584 2 of 9 2 i
; b. Class IE cables not requiring tension monitoring--This
- Instruction authorizes a monitoring of all Class IE f' .. cable pulling operations.
- c. Class IE cables requiring tension monitoring device--
. QC shall witness that the eximum allowable tension is not exceeded. In addition, QC shall provide a con-tinous monitoring of the cable pulling operations.
4 f d. Class 1E cable installation will be verified to be free ! from damage, properly identified, maintained spacing if required and tied down.
- e. Prior to any NIS triaxal cable installation, the Electrical QC Inspector shall verify that the cable has
" been in Class "A" storage for a minimum of 48. hours and .
the cable reel test is complete. !{ 3.2 DOCUENTATION l l.( Inspection results shall be doctanented on the Inspection
- Report (Figure 1, 2, 3, 4 or 5) in accordance with t Reference 1-B.
l If a cable is partially pulled, the Inspector shall
~
accurately describe in the space provided (Item #7) of the Inspection Report, the raceway (s) through which the cable had been pulled. If no deficiencies are noted, except incomplete processing of the cable, no entries will be nede in the
" Sat-Unsat" attribute blocks, itens 1 through 6, of the IR.
I*
/ Itan #7 shall be checked "Unsat", signed and dated by the
. inspector in the spaces provided., To. prevent further
- processing of the incanpleted cable, the QC Inspector shall
; apply a " hold" tag to both ends of the incompleted cable.
~
A brief explanation should be noted in the " Remarks" section of the IR showing why the cable was partially pulled. The QC Inspector completing the cable pull shall check all attributes on the IR (Sat - Unsat - NA) and process the IR in accordance with Reference 1-B. If cable is reworked (cable physically moved in raceway)
- it shall be documented on the appropriate Inspection Report. The portion of the route pulled back shall be described in the renarks section. If cable was conpletely repulled through the entire raceway, " complete re-pull" shall be noted in renarks.
(- .
, ,,,,, m . Tuoco oA 1: ___cm1 u_... _n, .
W" . t .
- j. _.
PROCEDURE REVISION ISSUE PAGE NUMBER DATE 4 TEXAS UTILITIES GENERATING CO. CPSES
!( , QI-QP-11.3-26 22 gg a 1984 3 of 9 -
1 I l J Handling of revisions to cable cards when the not cani set is received with changes which do not affect the actual l installation, such as a not card showing a change in systen
. number, will have the infor1 nation from the old card
> transferred to the new cani and the revision nunber of the old cards noted on the new card by craft. This infonnation
; is to be reviewed for ,' accuracy by QC and this review t documented on Figure 4 for filing in vault. The new set of
- cards are now handled as completed, the old card say be 1 destroyed.
^
3.3 DISCREPANCIES Discrepancies found during inspection shall be docunented on the IR (Figures 1: 2 r 3. 4 or 5) and/or a NCR._per References ze I-B and IIC respectively,*as directed by the QA/QC Supervisor.
- e e t
1 l e 4
~
9 I e I
-~'
d- % TUGCC OA .
~.
c.. ,. 7 ...._$.,, , .,,,
h -
~
.e V INSTRUCTION REVISION ISSUE PAGE NUM8ER DATE i TEXAS UTit.! TIES GENERATING CO.
1 CPSES , l Y QI-QP-11.3-26 22 M .8 p _ 4 of;9 _ _ b FIGURE 1
'l ..
l
-. --a - a l . :.m.... ......,_.___,,,,,,,,, _ , _ _
CDesAssCME PEAN STEAas E! ECTRIC STAT 10es 1 2
~ ~ ~ '
. . INSPECTION MEPORT [ma ~ ~ ~-~ ~ ~ ~ ~
"' - - -- * - co rmc.u.c= o gusmusraucn,as :ss.saa:ca ire. osscaierca
-lj RM# . - - - -
ELECTRICAL =v. CA8LE INSTALLATION r. CABLE .s f gm w
] .sa
;- - u sec. a , . c,.a.a ,..
, , QI-QP-11.3 26. Rev. EVICE #: naTr. .
U I"sMo'n C Pa,Q;p3l,n> C y,ggny 2 C @,,yg,,,, Q,gno, , _, 1 - anos, assutis . 1 g O ecrian ca txtus , au. am uca.cc iro sans,actoav .
.lf f G i=snenom ,ca urso, u unnerone inn usno esto. **'"*"5'" *""
,j
'- 7- sisu me.
INSPfCTION ATTRIBUTES e . Il g l
.i
/m; a I.catt l som runt ..
~I
,) - 1. l Verify Cable Pull' Card (Refer to 01-0P-11.3-26.2) l t l ! , _ .. _ _ , . _
i lA. Multiple ou11 reovired II I . . . . j R- talrulatinn theet renuired iI I i
}/ II I . .
4 2. Monitor Cable Acceotability(Refer to 01-0P-11.3 26) 1 l
.g '
} :A. Verify Cable Colee and Twee ;
ln ;l t ( .] , } rah 1e vree nr nerenc l j j lC. Verify NIS Cable Reel Test is Complete 11 l ;_ ..
. D. Verify Triarial Cable installed Inside Containment l l l i __ ..
f it Terral intulated ll l '. LI E. Verify Triarial Cable Installed Outside Containment II I .
,e . . I it Y1PE Insulated l l
} ?
3. ll Verify Conduit Raceway Swabbed (Refer .to O!.0P-11.3-26.4 l l I J I '
- } .
I
.]
4 Monitor Cable Pulling " Set-Up" (Refer to 01-0P-11.3-26.5l l l 1 l A. Monitor insnediate cable pulling iv free of Ii l
.,)
j h pullina hazard lI l f IB. Verify tension device orcoeriv calibrated and l I 3 i ! !l l 1 e j
- .' l oroperly attached (if reovired) l l l l 1 l
j e,, I Verify Cable Pullino coerations (Refer to Ot-OP-11.3-26.6) l l l l l ! l
; i .
- 5. I
- I !
5
- A. Verify cable lubricant is Engineerino approved i l
.e s
.1 1 I fif reouired) ! '. i_ _.
I '
! I'R - Witnett Tentinn Device fif renuired) f I 11 Actual tension witnessed: l 1 l 21 Maximum tension allowed:
Verify cable pulling oneration (routino) { L J. C. D Ensure that cable ou11 bones are actually utilized l f , l r. Verify cable did not sustain damage as a result I j g l of the process ll l l
? e 8eam 8en, t . .
WO CA -
- .h*'* " " *K **.* . , ,, ,
x.,.y
. - - . y m ... . . .m. .c,,... -- . - - _..s; ; -
. . .__-.<.:a.w:....,._,..,...-
1 . a - N
..i > ,
- L.
.?.y INSTRUCTION ISSUE
- r. REVISION PAGE NUM8ER DATE
-1 TEXAS UTIUTIES GENERATING CO. - .r' CPSES JUN 8 1984 ,' h )I-QP-11.3-26 '22 I 5 of 9i 4
FIGURE 1 cont. "
. e n .
I , . . . . . . ~ . . - . .. .. 1 - -
, ., coasmscus Psaw sTraas sLacTmc station ,.
"-~
. . . ..: . A
. --- - --- -INSPECTION REPORT '
' (SupeLDsesTaL) Sheet 2 of 2
.] ~~~
i FOR FULL MEADING5. SEE SMEET l. NO. 1.4 mme, eagg l e. c.
.* INSPECTION ATTmSUTES g sannsu
.: ' ~~
i: e * *a . . . .
'7* r_ verifv rahle tiark is accentable where required. 1 M ' ~~
G. Verify proper emble scacinq for Dower cables. . ._
- 7. *','
~ ~ ~
H. Verify cable tie down is acceptable. .., .....- ____
~ ~ ~ ~ ~* 'T! ~ ~
t verifw cable identification is accentable. . . . . . . . _ . - . - . . J. Verify cable is routed per cable pull card.
' .".L -. _' .. . ..'~_. ._ _. __
O vesifv rw innee with seoeration reautrements. . _ _ _ . . . . . . . - _.
.T.-.'. . ' ~ . . - ' . ' . ~ _ ' '
(Refer to 0 -0P-11.3-26.7) _. _. . . _ . _ . . - _. 1 . . . . . - . . . . .- , g
- 7. Partial Pulls Refer to QI-OP 11.3-26 . ..
,' f '~
Cable # was partially pullec. _ ..-. . . f' amainnine Earauaw throuch. . . . . . . -, Raceway All attributes listed above. . . ..
. j 'I
.l ( 1 through 6) are satisfactory, unless marked otherwise. '
1 I , ,1 8 i QC INSPEL.IUR: . _ . . .. . ' .';. I nate- _ . . _ . . - . . . . 3 ,, - p .- - --- q* - . . 4 - L . . . .. - . . 1 I
) l t . . .r i .
e ,
". .J, ,
i. Y- '
.}
~
-.. ... .y ..
RosanKs: (swes, specs.stcJ ' '
- f. ~ ~ ~ -
,I ! i !
; ; . -. ]Reelno. .I l j
i -
. . 1
.q t .
- s t
i
. 'I ,i i t'
l 1 i . . - - - - - - -
) "'d'* =ca "*
'6 e tn. cLosso a '
is s 'mava oc aspec ca ,, i l . ,
.l ..
. penn sent : . TUGCC OA
. .z ~:;p - - - - ._ , . , . . . . . - . . . . . . - - - -
. ..->~ . c. . c, ... . o .. . w w i m .vn ..s,+- . .-- -. . _
.,.,_;,_.,,.. s g.p - - .w-
. . _ a ..
s 1 .
.W .
INSTRUCTION ISSUE 1( i, TEXAS UTILITIES GENERATING CO. NUMBER R SiON DATE PAGE cPSEs I juti 3 19841 01-0P-11.3-26 22 ! - _ _ _ . _ _ _ 6 of 9 - ........
.i.
FIGURE 2
. . ar c. - - * - -. - - . , .i
-e " ^-
j , W ._ w. , , 5 _ . --a:
. '....... _~^ ~-.<
. ~ .. . .
, _ e --
.= T'
. y. - . ._ ~.
ConsAmCH4 PEAal STEAas ELECTitsc STATl088 ** 1 ' 1J.; . - rr 1 1 1 *
~
IpspECTicel REPORT in EC. i l 2
.... eurm urum w na 1_ mai esse.m., -n
- CA8LE # , .
., ._, . ELECTRICAL CABLE INSPECTION - _ as inn saser. .ouer.sa uram suv. sur. ar. sac. a nsv. a &- me.
a QI.0P.11.3 26. Rev. y N/A ,
, 4
_. s
~'
. O r,;=*g, i P=,1,;sg'=' OPgg=. Oh C P4,,;&,, ,
- 1) a.n
. e............
c .-== u= . .u. -ucans == ==a re-
* * '""*aa
=
i. c n um. er.- mi.ue= in . d trassa > eg
; JessPECT10sl ATTR18UTES ears mm ,
a u I a , , , , , _ _ , , , , , , , , , _
- d. . . . . . _ ._
verifv raceway acceptable for cable pull b_ _. '. 3
. ful 1-(Refer ta of.op.11 %M 1)
A. Verify no pulling harards ]4 - ['i /s'
. ~
. l-O. Verify raceway identification .
!l C. Evaluatiert of GA Hold Taas anoited.'
? [#
- s. .-
l
. >;1 1.*[, ._ .
(V) 2. Verify Cable Pull Card , . o-- - ..
' .. 7- Revision Code in agrea.ent with ,, y
. _4 _
i E1/E2 1700. Section 90. . . , e. . .. . . . l ' (Refer to OI.0P.11.3 26.2)
- l- *
. s. . . . n
- f
.. .q. - ' l 1 (V) 3. Vefffy unscheduled pull boxes l ls - (Refer to Cf.QP.11.3 26.El ,
. _s n 3
2 .. , (V) 4. Verify connifance with teoaration renuirements J ...j... l fa.fer nf.ne.11 L9A Ti
'. . .o f
. g .. .
,. .j .. . . _ . _.. , . . _ _
, -...t . . . - ....
. . . ..y '
I . .
. .. l. .
~ - * - -
. .. 4 ..... p M (OWW.m ETC.l l 4 : -
i ; i
,1 , ,
,$ E ESA O gg g g hM le MTL'"" oc assctos e is !
.t l
i l 1
- 3) -
TUGC0 QA j penasem ,
.-.x.=-... . . . . ._. .- .. . ..
.,%. .e-,.......... *r ,.- 3 ..d..a &,,f a , .. .., . m, -
.: .., :. .w. .- .. ... ..n , ~: . . -:
+':. ._g, ,
,,,,'4
; a,:. .
-r. . ..
( , l 5 1 INSTRUCTION ISSUE NUMB REVISION PAGE DATE
'. I
.i TEXAS UTILITIES GENERATING CO.
'I CPSES -
QI-QP-11.3-26 . 22 . ' h. 8g 7 6f.9i 4 I Figure 3 .
-~. ~ . . ... -.-- .- - - -
t, CoelANCHE PEAK STEAM ELECTRIC STATION ! n a, a - - tusPECTioN REPORT an t _ _ . . . . . _ . . . . __ _ . _ _
-~* --
ITEM DESCmiPTs0se IDENTIRC TQ4 NO. 375 TEM / 5TRwCTwm L CE34ssar.om J ELECTRICAL CABLE REMOVAL r CABLE # , RP4 . __ 1 WEr.NG. IEV. IEF 0.C. 00C. & REv. & CnassGE NO. enEa3WRE OR Iul EOWIP. sDENT. 800. Es.100 , . QI-0P.11.3 26. Rev. , , , _ _,, OP.,,,,;fiy, = g re;Wg,tio= m T,gic'?,g C Flaga,,,,,,g O P g ,,, w .. -- . . - esp. masuLts O sis serios. coMattTro , act aaaucance irmais sarieractoRv u insat: Tion comm.rTro, unsatisractoRv ittas ustro estow OC insPECTon oaTE
. .e eo _. _ _ -j - - - - ---
situ no. . r
.f . INSPECTION ATTRituTES
- ga,g ,,o, ,e,y,,,
{ ,
,, u = - is . . _ _ . _ . . ...
~ - ~ ~ ~ ~ -
]~ " -- ~ ~ ~ ~ " ~
- 1. VERIFY CABLE REMOVAL OPERATIONS l _. ..
L T'__.._ , (REFER TO- 11.3 26.6) e J-
. g . . .. . A. ENSURE CABLE PULL BOXES ARE UTILIZED . _. __ ..
~~~
7,
~~
~ ]g ~
~
B. VERIFY CABLE DID NOT SUSTAIN DAMAGE AS A RESULT OF THE f '~j~ PROCESS i *
~'
C. . VERIFY PROPER CABLE IDENTIFICATION
- .. ... . _a .
D. VERIFY NO RACEWAY HAZARDS ,__. _ . _ _ . , , _. E. VERIFY MAXIMUM CABLE TENSION PARAMETERS WERE . J. , . _ . . ., ,__,
' - ~ ~ ~ ~ ~ ~
NOT EXCEEDED ._.. _ ..., j_ , , , , , , F. VERIFY CABLE ENOS ARE SEALED .
. .~. . _
.) _
i \ Y . . . . . 1 _.-.v..-_. ,
- g. . . . .. . . . .
8W8AAstS (oWW,SatCS, ETCJ IRN f i i I .. . . .. _ . _
-[ - --
., g aturso aca no
,s I.R. CLOSED i iWE isisisarues
! oc "'sPtcfoR o. - - -- -
.t-
- - - -~----
REVIEWED BY: LEVEL DATE: L
%,, , TUGCO OA
a .. .:.J . , u =; .w ..w.u..
~
..s... -
- , y , . . . : . . .
-+....
.n.
.m. ,..: -- .
. _= ..
' ~
. 1
\
l l 4 . e i INSTRUCTION ISSUE N R "N DATE N TEXAS UTIUTIES GENERATING CO. CesES .- IN 8W QI-QP-11.3-26, !22 JU 8 of'9 7 .. FIGURE 4. . , . s . t * '
'I llOldAseCME PEAst STEAad MCTRic STATIQss me er
',~~~.'* INMCTION HEPORT la
~ ' ' " ~ ' " ' * * * *'~
ITERS 083cAh,TtWe EmpririEAT1om ask aT5 TEM / UTuuGTum i mm.m maTien EMI e d ELECTRICAL CABLE INSTALLATION n CABLE f i u m a s an sana..oeir so.
~8 spuuna suv. ur ac. occ. 4 asv. a cramas no. o I -
. s e Of.0P-11.3 26 R. 7 a .._ _ . . . .
s OP %'o'" C Pg M y,, Ten CP7,$g C %,,, OPg;gfriose ,
.i, - . . .. . .
7 a =cri ca um . .u. uc .m. ==,.cr
* **'""5" "" 'j ) l O meneerian comnas. unnans cr , ime uma 4 ._ _.
4 1- erasan . IsssPECTioss ATTRieuTES ,,,e, , e,
'! l -
= =
; earg a
{. _l__
= . . . . __ . .t . .. .. r - -- , j , ._ ,. ,,
- 1. Cable Card Revision . _ . _ , , , , . .
'; All Info on Previous Card Transcribed . . , .. , , , . .
' > I (No Installation Chance Recuiredl ,, ,_ , .
-q e I Revitinn %=nhar nf Old fard einted- .
i Revision Number of New Card! , . , , g i .j ._. . . . .
.-2, .
t . . . . . . . s
.v..
I ~ liat .. .. ,1 * . . . . . . . . .
? . .
e l
.1 !
. i
- I
~ . . . ...
t 1 .
- 3. . . . . .
I _ . .... ..
'. & II l assanas so=es, specs rfcJ l l
- l - . s e
'I g i :
i . i e *
; > = ca =
is
, . , , mSo, a .an
?
s, . oc =especTon ,,
.I ' i
?
REVIEWED BY: LEVEL DATE: i I I - -
. i p, TUGOD OA O _-. _ _ _ _
--_- .a- p. ~. . a wM -
.i-
._? ,
+
r' *
- 1
- INSTRUCTION REVISION ISSUE NU 8 OATE PAGE TEXAS UTILITIES GENERATING CO.
c [ -- - cesES ;
~I , .. QI.QP-11.3-26 ; 22 .JtlN 8 G84 9 of 9 FIGURE 5 . .
ea S ... i
$ CDtIANCHE DEAst STEAas EJCTRIC STAT 100s marr er j IN.9ECTION IEPORT SC ,
,,. ,n ,~ n .a .... nn - _ ..
4 Electrical Cable install n Cable # i um RM8
. ~ ~ ' ' ' -
wwun suv. ur ac. sac. e nav. a cnames me. an em suuw. si so. 1 E5 100 s e Q!.QP.11.3 26 R. , N/A , .__. .. . -
.is _. ..
c . m en. u = ..u. . uc ,, v
= ,
T'8" *
~
.,a
?; -
o . . = = =
,i. u . er , ue, m ..._. _ . . _ .
- i. ----
II6pECTMiss ATTRieuTES * *
! eart mm a m I m 3, ~ ~ ' ~ ~ ~ ~
. (V) 1. Verify Cable identification Change _
P~ a. Cable changed from: TO: _
~~ -
- b. Revcode: DCA-
. . . . . . . ."i. .
." - (V) 2. Vertfy color code . . . . - .
', (V) 3. Verify cable troe - l ',I . . _ _..._.l.__. ,1 e . .. e 3 - - _ . . . . l . : ,. . . . . -. I a. .. g . . __ . 34..- 1 !
- }
u ;
. . .. g .. _ .
+
.m_.. ... .. _.
...-t__..
_ 7.i . -
... . ~ . . l . . . ...
.,. g g..... . ..
l . _ - . . . j
. .l _ ' .
a.""* (oues. specs.svtJ ,
'f i
e . , l~
.(
~
** *** ** t.n. cl.osto isavt is n,.
l . ,. '. es C. ! i oc =spectoa e . . t MVIEWED Bf: I.EVEl. DATE: i a . 1 . ! me sea , TUCCO CA Q.-............ __ _ _Y. . . . .'e:_-i . ' ' ~*
. . - ~ - - - , . . . . . _ _ . , _ - . _ ~ - -
- .. . .,.._ x. . .
..- . - 1 :..a 5 ; .- :.' u < - =-- -~ u m - - '. --u-- --'
Gibbs S Hill. irsc.
~~
, b ' ,, (~-
M Pom Pha New Wrk.New Wrk10001 (j ,1 i L7 [/_ GQ i l 212 m 4438 I i leiox: . I .# Oomest c:127636/968694 . 1 insemational:428613/234475 , A Dravo Company
- 'u n e 1A.~
14RA
/f6 CYGNA JOB NO : Ok GTN- 69118 DATE LOGGED:
Texas Utilities Generating Company LOG NO. : # 37 Post Office Box 1002 g g, , _ g, FILE: - Glen Rose, Texas 76043 CROSS REF. FILE S . / fu ny_
. SA, log
,, , , ,, ,f g Attention: Mr. J. B. George, - *
^ ,
( Vice President /Proiect Gen. Mgr.
' a
??.weA %
Gentlemen: TEXAS UTILITIES GENERATING COMPANY " COMANCHE PEAK STEAM ELECTRIC STATION G&H PROJECT NO. 2323 gy [p PHASE 3 CYGNA PIPE SUPPORT QUESTIONS WOS-046/DOW-3464 ( In accordance with your telecon request of June 12, 1984, we are sending the attached in response to Item 4 of the telecon. Very truly yours, GIBBS & IL L , Inc. 9 REBa/ELB/PTH:gw h Robert E. Ballard, Jr. 1 Letter Project Manager cc: ARMS (B&R Site) OL M . Grace /J. Minichello (TUSI Site) lL, lA P.M. Milam/F. Bleck (TUSI/NY) lL
~
Dre so
- . . _ _ . _ , r, .__
,.....,..a __. . . , . . .
_ __g:.1: ; wy . ~ _ w .w - . . . _ 7 w. . . -3 . _ _ _ j
< 15 ' ' ,,- g l
' March g , 1984
. v l
J o~
' . ?*
a Revision d April 27, 1984 I Item 8 (i) BASIS FOR ESTABLISHING ALLOWABLE LOADS f
.[ ON RICHMOND INSERTS A., s l Recommended allowable tension loads by the Richmond Screw, l
Anchor Co. are based on tension tests conducted at the Polytechnic Institute of Brooklyn in 1957. Two tension i tests each were performed on 1" 9 and 1 " p inserts in concrete test blocks with moderate reinforcement with the following results: 1* 9 1h* 0 Avg. Conc. Strength 2850 psi 2950 psi Avg. Ultimate Load 250506 65000f* Conc. Bolt Failure Mode threads pullout
- Ultimate strength of 1%" 9 insert mechanism or-of concrete failure cone not determined.
t Richmond's recommended allowable tension loads are based ( on their average ultimate test loads and a factor of safety which has varied over the years, i.e., Richmond Recommended Allowable Tension Loadof (Factor Safety' Bulletin lag 14"O
#6, 1961 ll.0k (2. 3) 25k (2.6 )
h O 96, 1971 10.0k (2.5) 25k (2.6 ) 8.27k (3.0 ) 21.67k (3,0) E3 96, 1975 b$ - rf:d Design Approach - It was recognized that the CPSES No
', j 4000 psi design concrete strength, being significantly c,
- s:a greater than the r=inaf 3000 psi concrete used in h$ the Richmond tests, would result in higher ultimate l '
i h, capacities for the inserts than the Richmond test l c: values. It was also evident very early in construc-O tion that the concrete strengths actually being ! achieved were between 4500 and 5000 psi, which would
'further increase the ultimate capacity of the inserts. ,
b In addition, the heavier surface rainforcement used in MAvivirito, JLEichler Q)RIotti (Ebasco), JFinneran (TUSI) , l A LBezkor, PT u ng, M an,.REBallard, SMMarano/TDHawkins/077 i
~
~*
* ::: :- L' :::.T.~.* ..T ~ L*:~ L.L.- : :X:L'- I':A T- - l-------
. ~.... : ...:. -.- ..:. ,. ~ . . = . . ~
.2
~__.1.
. - 2 -
o the actual construction at CPSES as compared to that [' ' used in the test blocks for the Richmond tests would tend to result in yet higher concrete pullout cone tensile ,
- strengths. The design approach used was to calculate ,
the ultimate insert capacity based on 4000 psi using over the the ultimate concrete tension value 49 projected area of the postulated cone pullout, where 9 = 0.65 as recommended in ACI 349, Appendix B and, checking for an equivalency to the actual test results. Because of the conservatism inherent in discounting the high concrete strength test values being achieved and the effects of heavieh surface rebar described above, a factor of 2 was applie'd to these values to On this basis there is good establish allowable loads. agreement between the Richmond test values and the calculated ultimate load:
. A. Allt= hle Tensile, W = 0.65 f'c = 4000. Safety Factor =2 Allowable
( Richmond Load Calculated Ultimate Ioad Size Test Load 23.1 k 11.5 k 1"9 25.05 k h 62.6k 31.3k for 1 "9 65k
$i A325fA490 28.1 for E. Q~
y.5
- A307/A36
.]
. -e However, the tabulated values in A above, do not i . .-
..5 consider that the Richmond test results would
. .. g
~.A
~ indicate an actual 9 = 0.84 and that f'c at CPSIS was h,U significantly higher. A more accurate safety ar*8% factor considering these higher values is shown l ei ,/
E in.B: k, B. Estimated Ultimate 'Ibnsile Imds & Safety Factors f Allowable Est. Ult. Loads & (Safety 5000 4500 psi Factors)psi Load 4000 psi Size 9 1"9 .84 11.5 k 29.8k (2.6) 31.6k (2.7 ) 33.4k(2.5 1%"9 .84* 31.3k 80.9k (2.6) 85.8k (2.7) 90.4k (2.5 ( (w/A325, A490 Bolt) go,4k (3.:
.84* 28.1k 80.9k (2.9) 85.8k(3,0)
(w/A307,A36 Bolt) ,
^ ~
.x .~ < ;,- . .w_ a w. au d
- . ._i2 . - -. il t- u.c . " R l . ' .. . . ' ,.
3 _ i
, k, *Used 1"3 value as calculated.9 of 0.79 for t,j 1%"f based on bolt thread failure not .
concrete pullout. Thus the actual minimum safety factors range-from 2.6 to 2.9 for 4000 psi concrete to 2.9 to i 3.2 for 5000 psi concrete. An evaluation of the concrete strength tests indicates that the lk- ' actual minimum design strength of the concrete produced at CPSES is about psi. yfm The estimated loads in B, are based on concrete
>. considerations only.. Actual ultimate capacities of h, 1"5 and 1%",9 inserts hawa not been determined by the
' k,E manufacturer.. However, the following results, obtained C-p;3a n from tests conducted for other purposes provide some
.,4 8
Q insight into the capacity of the inserts. F*3 .3 {. . % r> L
% 1. Two tensile tests on 1 "9 inserts were run for Richmond i
[I[ 4 e, cn 11/18/76 to establish the capacity of threaded rods. These tests were run only to predetermined , Q L;
" levels of 70 and 72 kips respectively, not to
- ce i .?, failure. These values are both above the 65 kip
! Richmond test load for the 1 "d insert. 2.' Shear tests were conducted on 1 " inserts in March, 1983 at CPSES and were run to between 88.1 kips and 95.4 kips without failure of . I concrete or insert.
- 3. Tests run on ik"9 inserts on 8/23/79 at PCA
. for Richmond indicated that one insert failed by simultaneous pullout and insert failure at 91.4 kips.
e ( I
- ~ . . . - -
_ . - - . . .,.-,.-r
..,_,,,.-..r_...
, _ , . u.. _. ..~.......
_..- .. .,..-._......,,-,,..m.,.-,,,.-~.~~....m_.-._ -
_m. mh . , .,.
= ;m. , w _r u.2, ,
p; ,
- sqei; e s
. 1.
( A similar approach was taken to establish. allowable
, Shear shear values for the 1"9 and 1 "9 Richmond inserts.
tests conducted by Richmond in 1965 on 1"9 inserts an average , ' Failure mode was by she'aring of load at failure of 27 kips.
-, the bolts. Allowable shear values were established based on AISC bolt values for the materials used, but were not permitted to exceed the allowable tension loads in A, above. As shear tests failure, the concrete shear capacity did not involve concrete of the insert could only be estimated usingf'c = 4000 psi and assuming 9 = 0.84 asi for tensile loads discussed above.
l I Finally, shear tests conducted in 1983 on lh" 9 inserts ' indicated that ultimate capacities were governed by bolt Ultimate material, and varied between.88.1 an< 95.4 kips. capacity of the insert and of concrete in shear were not reached. C. Allowable and Ultimate Shear Capacities and (Safety ( , Factors sst. U1t. canc. Shear Strength 'htst Ult. 4000 psi /9=0.84 Ioad Size Material Allowable Loads Richmond CPSES I k 29.[(3.8) - A-307 8.0 7.85 1"9 k h-325 - 11.5 29.Y (2.6) - 1"9 k 17.67 80.5 (4.6) 88.1-95.4 (9 1 "9 A-307 18.0
- 26.51 80.5 (3.0) 88.1-95.4 (
1%"9 A-325 ) l - l l i t
- v .c I !, r;FP ' O !.; 77 g g O N
}!OT DISCGVI2hw '
l ( e . 3 4
*w e ,
P
-,-.,-e,.-,~- - - , - , - ,
- s-u :.a.a aw .= , , _ . = _ _ _ a a. .. u. _ a. _ _
-O . ;.g :' .
5 - . :i: .
/ To put the factors of-safety utilized for the
'( Richmond anchors at CPSES in perspective, it is useful to look at the factors,of safety required by the FSAR (and NRC Standard Review Plan) for steel and concrete structures. (See FSAR paragraphs 3.8.3.3.2, 3.8.3.3.3, 3.8.3.5.2 and 3.8.3.5.4). These safety factors can be J as low as 1.56 for concrete and 2.0 for steel under normal and upset load conditions when compared to the ultimate strength of the materials.
To further evaluate the significance of the factors of safety for the CPSES Richmond inserts, their reliability should be considered. The manufacturing process for the inserts furnished.for CPSES use is controlled by QA/QC procedures to assure that the anchor material and fabrication conforms to or exceeds requirements necessary to assure material capability to meet capacity requirements. Construction procedures (', and tolerance requirements are controlled by site QA/OC regulations. Failures to meet these procedures and i requirements are visually identified upon removal of concrete forms. When out-of-tolerance placement or improperly consolidated concrete around the insert is observed, corrective action or abandonment of the insert is required. i 4 , e [Qp LI.71.Y k *,, ( . s 1;c; DI w .s.. a...4 t i t
. :a - - --
. .. - ...;.u.. _ .;...c . .... . .
-._. : a 6 . . * : ^ . .
_,--n. +- - -o u- __ * ; .e. <, .y : y D', g L . . '__ n ~' t ? '.i_ 2 _d -
- jr -rj _.
FOR IJ.7sp.'s !.TTT.: TION ONLY : i, .~ WOT DISCO'CR.GLE -
- m. a me.e )
Q Calculation CoverSheet s, . i l G&HJobNo. 4.'W2 S C5ent T U G C.o ,
)
PahWNumber 6( s 'Z'24 C. SET
- I Numberof SheetsinOriginalissue i To \ o i
Subject TlCMMONb I N SE RT e.APAcJT I E S d NuclearSafetyRelated Non-Nuclear Safety Related-QA Program Applicable ; i O Non-NuclearSafetyRelated shoes shems sheets Job E4neer own.e mood w % one orone X X X 6 %/ M,. - 3uN r ( . l
- i 1
( , F-167,4-81 ;
+ -- .i--+ : . : : .s=.. :.L: ,.-- -~=.a: . .. : : . . . . :.: -- . =- --: & .: : .-.=. = -
' ' ." [ FOR LA7.TD.'3 AT ZiTION OHLY EDT DISC 07f2.ALLD Olbbe S Hill.Inc. Job No. 23 a.s CEent htGco ,
E .T~ns' Ct% au Ea ( < c&& / sc4,,s Sc6 ahdahonNumber d '226 C 5sr *I Sheet No. #2.
% ,.n w om nu om. n= om, n= om. nn- om.
M < J X X X X X huoem M JMH- -
& JE S-9L t4-
. bpm : 74 y s,l rf. b catec hb~ ,4
.r W $ 6f M , A, & wn*4 M % M Afoe. & & 4' A d4 An 4 f & I"l $/$^f / b kd E w $.
bf ~ : mM ,A p ,e.4- f // & Gg
$< M 4 A s.dt. Wk - A ci- 3yf-fu
&PO8 .
(J.) do b ed ($ 6 # $, i 94 / , /H / 4 !1 *) f po-- W T. 4 l A & p o f
} / f Ts *A ~ h fmf ZwC<.
4/&n Iy, & ax n i
" f / / { t
!%/c) r '%./ry
(*) Ne. Wa<ry 8. oT*n,a f.o./ af leL f' 8 4<-< A Im Aaw 0. Z,e + }w ol), i fl/u G a/ 6,w J 4.,a J.< f<A. 4u l '/s.fg. y l l ChecMng Method # j e.se~_ p.166,7-82
. C M W .";:13. - . . . - -
.. .m._ . . . ...._..u. . .m .. . . . . . . .
1 l . FOR L!ER'S ATE.! TION 0317
% EDT DISCOVERA31.E 8
Gibbs B HIII.Inc. Job No. 23>3 Cient 54de 9W man / .Jasf 64,4 A4 (C ! cairsdahrv1 Number 5cs '2."21 c. G,ET
- I SheetNo. S n mon ig:' one nn one nw one nw one nw one M ni X X X X X Paperw D4 VWF c -- JE 3-9 ~te-f3.) Y **r>*'D 7
] oat /" $
l& 4
.fotSr'd InpV A p re y if M' d' Are , be . .MI*dafM: &#@
J4 P4 - & !* f'Yb *b* s : [2We#f3ffM)r2f"gf"O.M (W % ce e.+4 pat fon- i '.a ' y A a k o.x Z ,, J As. Ce.e . 1%k ; 310 & Are MJf. fk F) bot; ;Wrro,+ko.) 4raoo sv f=M nynh. : /rk k 4 (/1 ryes 4') p.*tc. , aj2 ,,,g< ,, y, 4 af In,+ b 4 m e of ca.,u < A . ,4 ! m en >d A Co.,k ei hjn 8~J , /kk Apms a~t r4 G4 VM 7% f. lA.,..J AnJ4.a fA c p.t s.t ,*>. j et' A .sdK . Mm 4soop*: c~<.2L .JD+-yrh Jk ' & da&
"A A ^ f & fNS c e , e 4 ,,,, J. 4 J capf A P"Y-
- 7 <t ,aLC -a
-: u p n; ~<, ,-aa,a .
GAL +44 % .4. p.~.t4J %s:(. a t's =*t n
. ._...t-4
* ' ~
t4 M n4 e+p,a i< Q e='4,ke 2 r'4f ~5 d f'-5 A l u u. J w ,a u v & .* cr> J d. f 4,s4. (<n A &c-) (, m -Ljrhw 4 A diejn @A % A (m &f7 enu-)c t u r< as I w pm p a epu L n %, "ld u & m A .: ifa e
~' ~ ~
1C<-yh ~*f $astg e r f . G W r i J o /- %* (1) >fa g-tt t m u-.% . F-See,7-82 checungMethod# m. grem = =. = _ . ._
. ._ T..-.h + .:.: D2t - m& = -- - - L . _. .':- .:-- - .1 ::.= - .h = _-w e -;~ ;-
FOR LAT C 'S ATI T TION ONLY g
- HOT DISCOE?J.PLS Gibbe S HIII.Inc. J0b No. s3 s 1 Cnont ~77s44*o
&& /4r J Innf %eM Id %WNumber sc4 'I2 g c s.E.7
- i ShootNo. 4 e
m> /_ X X X X X :
^= . . , - h >L Vfh c= .
sa s-vx-
~
..$ M m d e/ M M .Ar*lo stee d J h h 04** 4 m nef ** V) 74 hh p.Jdel pQ%
a a na
.i c -
P,e , 4 p Q' Ac
& 9 s. 6r
~
{c's jpf ci,& Ljm af 6 a?: . (voc/ M 45 .A f*!
, . . Ae- ff s n ,~
A are a-
,o - .i n -
Tows-rs< 74 efobd y4 7*.demaf4m * ,es .eur
-5r i f Arod~end In,svP .
, ,L I
T S Re w N.ri >c.)" \,&,/ S
- 1<t (2. tarf ,i 1's i a /$o. S 4 "
T Per = 4 + [' Ac ' .
. ..' 4 '
- SC Al f*** # /4' 9
~ '
.
- 23*f 7 .4 . ..
(~ 10 QA4s ' alle Ao-st!..t= .....- . . .?. '.~ ~ ' .
,aae P 4 = nroo '
j ex = tiro " 74 m 4rr4. se.g-17e,ad /. slab /<st'Is <t%o
.Checking
. ,Wenn-est Method # j fmg %~p ate.
'F-166, 7-82
.%.- M.= - - . -
--_n... .. __.=.=.=_:_--__.:
-.u. .: 2:.s.- E-2+=-- Y - . : .'.. ".:?r:ht. .. . .:2.4 - *.~ . . i'" -'
. . 1-Y .. '
s- . FOR Lt. C 'S 1?T 3IICH ONLY
- .. NOT DISC 072A3LE Oibbe B HIII. irm. Job No. 23 a. 2 Cient 5g co e
- 4 4 4,, e, or J%/ AA k ) Subject %W Number Sc.4 '2.M C S.ET
- I SheetNo. f Rowman 'Ell" Due Mm Due Rw Due Rev. Due Rm Das '
M < a l X X X X X Pieparer P':,g J/phy Cnnent J'8 3-4 -14
- .5v 1[ 4 f L a.Amo,4 Io,,a.t 7
/J e = y fri. ns) ' E f.r. >r) '
b N\ / s'<-
.u f w
{ o
= 31v..C3 ~ s l43 3 -
1 1 f's = 4 + Q Ae .,
= +xo.dr Jpm a3ss.r1 ~
= $ 2. C 7 4 T-4 alta 6st le, *l ~
P4 . l fx s 3i n ry
- su zi3 m
- f FAdtL,L.,<.3 a,s afz , a Xnda
- GAL 4<.Ge T4e & L S J 4 ~ J 4 ,. m cal A < % <
- n acz 3v9 nr.p w '2 f a ny G x&
f 4 O.tr).Nm ,6y w Q f & S f n 3t- v*Z*ue (su g et 3) ,.e.'.t s:,.o M &
- 74. $> en.J<a m A i & ra / ce/- & n We ce p a t;< ,a<.;a 74 eJ =4Ls e.e. c <.6 ,,u.ctof M %f p A. F e n' M h ve t. ,<a (u.s. 6 W s;/ a. ,
.2-t n p .<: w a <& . TGf a. Me<
. . X A l s h i- O etinded hol n 14t. ~ aw%s.f 6.P
/mult M .ttLl, en le-JAt f rda.<-- ,,,' &
4 e. f4 h //eJt.f .4../ d 4 .4 J a , > % t<,, f' M. ' Checking Method # j cemm_,,,, p.166,7-82
. MMW."llllCll. .-, .-
- :- :.- W.: ^- .- 2. a --- - - - - ~:-- ~:~ ;- :i:.-::-1. '. .:.= .: ". ... - ^ ^ - -
".n=- FOR U.CS' C I.77TMT3 CN ONI.Y
- . .. v..n T:T 2 e r; -- m t m Gibbs B HIII. Inc. Job No. 23s.3 Csent &4 c o (
. ,- &W /* L e,# L /> u + ~ 6 ssa. M
- ca% Number sc_s '2.1g C LEI
- 1 SheetNo. G
( a-=n w om n= om. n- om n- c. nu o. M J X X X X X ' mopew ' M M. W/v O-*= 21% ' S-'-44 5 l' f hp h 77- + + Jf.' A e
& i"- s st,,r e a c c a.1 @ o % M
- 2 r- r "
s . f = 4,t << a;2,..A u A wpa M1 %
= 2 fro e'
. /J e , inyEd o m af 4 &M
- f **" P&
l = / to. +. 4,* Pr .- 2.co.ro 4 ~ fe' de 4 J z.gro /no.+
= 6. 936 m = o.14
-h v / y1 $ swu, f' or fy- 4 roco 1
1 f, ' s 2 9ro so~l 4e: 3fv. r.t 4 ' gym Y= : e o. 7f 6 .. 9 dzy.rv x}ft.r2 ( l
-Wm,14 & >r>na j&' nCijs + F u 6,4+rC<J A n ad m, A p ,,7 rs PM c*p * ' wnJA 4e 4 L rh., 61or, ",
6m - e./4 fv ' sj< s<p+F-166,7-82 6 Checking Method # g mm--
. MLW.= ---,
1 ' ~ ~ ~ - .
. ._==.-. - " - ' = .- u.:._ =..== =..=. .
./* TCR IJ.7 ten's f.TTE2 TION ONLY
*-. IC? I'ISCTfv~_E.GLE 7, Gibbs S Hill. Inc. Job No. 23s3 CSent 7D4co
.,.. 2.c 4 mond Inn + Capa u G
() &t%m L*.ne* Number scG ~2.tf C CE.T
- l ShostNo. 7 Awoon Dess Rm Omo Am Das Am Dem Am Dem ilEl7 M of X X X X X '
Preosaw ' D At W/sv h 4/B ' 3 N. 744.s/ s k &*.RliA*k 4=l e*,-t-* d"'*l 'y =j
*%db*
7, 4 + }' Ae . e o.um n was A C.M 74 &Q &He M rs rKc A not rK< m h] d-< s/ e,49(&
!*y& 6Jh
- i
- 4'i'4 e c- l Prdst aM. Am4 g ( A4f .4.C,)
( InW 1) Ae Aby-- M w on, woop, focoe, l!. .C
- zfE?t.4) 31.4 (z.r) 3s/f2.s) lf /P.+
Jte.O 31.3 *(APSA4*) 9.{fz'.6) Hf (z.7) 9:$(2. 9) lY+
~ a 2t. : ,(ma.w) P.9 (2.4) K!"(2.1) fo. f #(.t. z)
** Fwy,, aL4waM y /j") v t p.'th A to ) e A 3 d W 5 2 9. ( #.4.c tfM &c. sisi. SS .To rev. / ,
g ..
~
( F-166,7-82 Checking Method # j h* mm MME.M ---. -
, p# .,, #" ..y, _-
..m.
fo8- tW:4: *fj gy-r**'C_wa 1 TEC81NICAN6Te/m:2
- '**
- N%'LL C' : p.g.
[ '* cy_ LJt.___p .* *b - s ATU1EOFSWX)KLYN 5' ?'. -
- f y . *'
, . Testcars _ oars.l.9/124E _suom 10/11/57 asranrusar ,
ese,s.'o g jgJA
,, 1 er 2mt.t 8!st*51
,5 .
i f ,{ g: la Richmond ior _. ans 1io.._ s,_,,_ l i g Screw Anchor Co , , , , from 18" with muts. x 18" x 6" diameter Richm concreteE.C. Type Insert wi
., Inc.
} :'
- h t
concrete Ttw ins was 1 mat, 6' s 6* ce/8". ert slab by meansth machine thread The wasmade of strength of nter conc
~~
was the opening, rete slab wasof .442E wire,1" and its e aerood in concrete located tud i Failure at a load ofwas 2850 p.s.at mid-depth ofrein in t. t, slab. Six 2000 lbs. i.. and the the 442 wia t occurred in both sp slab. Tim 5\ cracks . slip dial ladicato. extended down emanated ecim 1 appeared with on foura load side from the insert oens by the in 1: Mt surfaces to then the top ofsert the pullin
;I . ,
of about 140C0 reinforcement. lbs the slab and et
- *I. i T' i . on both specimens The first
'.g
,,,i t,
1.0i!*$.r k,,jgsspecimenANCHOR No. 1 37&O ['(*/ % 7:~~m~ 2 \
., 2 gjigg,,19, '
". Spe 4.. ,
0 .1 .p_, McimenNo.2 6 0.021 r- \ 8 10 0 036 2 J112.r $h. jy3j747
. 0 048 4 0 12 0 066 14 6 0 008 0 080 8 16 0.092 0 015 3
18 10 0 023 0 141 12 20 0 162 0 044 22 14 0 058 0 182 16 24 0.205 0.0 72 \ 18 0.089 0 245 20 0.107 Ultimate Load = 255 00 lbs. 22 24 0 127 0.149 \ s 0 180 Ultimate Load = 246 00 lbs. s wm Ify,,,7,n'G ATT llT101T OITLY go? MECOVD.13LD- .
' Signest:
g, p. W ut. %rto%a,, r o%,,
._ ~ .w ,,J ;, :/ = .= . O. ww w :. . . ~. w .:.-n.:- - -w. = . se:- . - . :~ r . . . :" - --.u.
, g' w.r gy
., ~*_~___._.
CtranTesessT v- . w. w a. - er am t " h s- I
- I 1,. p . my, 12/23/57 d,,Q,9 R, s f-[
,5 : ' ,y '
. cy Test neport - . spessTaso, 4 a=7 I a .
... TasT paTE. 12/20/57 >
for meaan . v a.z.e. M Q . &
*( Richmond Screw Anchor Co., Inc. 'O. M M #~N Produ:t:
1 1/2" x 91/2" Richmond E.C. Type Insert (six struts) with machine
- thread
. ooil pulled from 18" x 18" x 12" concrete block by means of 1 1/2" a 36" .
Anchor 1/S". The Stud Bolt with nuts. The setback of the insert in the concrete was 12" high. We concrete block was heavily reinforced with a cage 14" square and cage was made of .442 wire spaced 5" o.c. in the horisontal direction and 6" o.c. in the vertical direction. Se strength of the concreta was 2950 p.s.i., and the slip dial indicator was seroed in at a load of 2000 lbs. 1 (Failureoccurredinbothspecimensduetoashearfailureofthemachine threads on the anchor stud and in the insert. There was no evidence whatsoever of the insert pulling out of the concrete block. Prior to failure, four fine cracks emanated frem the insert on the top of the block on both specimens. The first crack appeared with a load of about 48000 lbs. on both specimens. ,
--- s Deta11: l_ldllllll lllH llllll[I}llllllli llll H llllllllll@ _ _,_MM 4._
1%
~
ANCHOR STUD g-L- TK[DL71J. gn rP e. L"]n Specimen lio. 1 Specimen too. 2
~t Zoad, kips slip, in. I Ioad, kips Slip, in.
2 0 2 0 4 p 9,, 0.011 4 0.017 7 ] 6 0.022 6 0.035 'NSEA7 g 8 0.031 8 0.048 ( 10 0.039 10 0.058 12 0.047 12 0.068 14 0.054 14 0.077 - 16 0.061 16 0.086 18 0.067 18 0.095 20 0.072 20 0.103 22 0.080 22 0.111 24 0.085 24 0.119 26 0.091 26 0.126 28 0.09G 28 0.135 ' 30 0.101 30 0.143 32 0.106 32 0.152 y ,7._ 34 0.111 34 0.159 3G 0.117 36 0.170 - :..:
"".... / ,' A,f.*2, J 3C 0.121 38 0.178 40 0.127 40 0.188 42 0.132 42 0.197 44 0.138 44 0.206 46 0.147 46 0.217 48 0.169 48 0.437 -
Sh 0.537 50 0.520 52 0.608 52 0.659 54 0.675 54 0.690 56 0.748 56 0.739 signed: 473. [* f 58 0.830 58 0.929
\ , 60 0.923 g g,y p p ,,
Anst. Professor of Civil Engineering Ultimate Load = 65500 lbs. Ultimate Icad = 64500 lbs. . - 7~~~~~~~,~~"-~. ~- , , ' ~ c ." . .'. . * . <=i. ~" -
- ~ M*W W
~~
- a a. .=aa -
w ~. - x* =- -
- - w--. . . ~.- a w .a u : :. p u. u w w a .'. - .
$' f b N S h N D D d M N L D b h N t- 7 M r [ M h ,k- [kI 9 Y N i, . .
, {
- 9. - POLYTF.CHNICINSTITUTE OT BROOKLYN s FOR LA C .'3 A?I TIIGI DELI ouan wtWT ICT DISCOL A.'ILE musacf
~
Test Report. s agveso. ,5 ,,,,_
- , y L . P ._ nart._ i for m wo, _ l itsY paTE 01/11/65 __
1 I R.ichnend Screw Anchor Co. , Inc. -.
...".-~ . - --
Product: Richmond 1" diameter E.C.-2 Structural Concrete Insert sheared from 13-45* Iong, 3 1/2-x 18" x 12* concrete block by means of a testing plate:
' wide, 1 1/4" thick. The block was clasped on top of t.he testing machine i j with two 4" x 4" x 3/4" bracing angles. The insert was placed at the center of the 18" x 18" face and installed flush with the surface of the
'concr e te. The concrete block was reinforced with a .440 wire mat, 6* x 6* center opening, located at mid-depth of the block. The strength of
.the concrete was.3220 psi, and t.he slip dial indicator was merced in at a load of 2000 lbs. The testing bolt was snugly tight'ened using a 12*
monkey wrench. The shear load was applied perpendicular to the plane of the st. ruts. Failure occurred in both specimens due to a shear failure of the testing
' bolt at the face of the block. The concrete spalled in a 3" radius, semi-circular patch below the insert, and there was no further cracking of con-crete.
(
) i! i
- l Detail: -
~~
, E 57t NG P?. ATE
'N L C7 ,
% q 8
- =
~
q w ,w -
# Q,,,.,'-
. C.
Eg+-itgn No. 2 .. m 'o r. ~ i ! Sy.rin.en Nc,. 1 . 7.7,d, kins slip. in. Imad , k_ips, ' s15,y,,_ in. 2 0 2 0 - 4 0.027 4 0.022 (. p. O!.D (. O . C.4 3 8 0.070 6 0.063 10 0.0E2 ' 10 0.051
- 12 0.100 #
. 11 0.097 -
. 14 0.110 ,
14 0.120 kf 16 c.323 s16 0.140
,18 0.140 +1s 0.162 ,
20 0.161 , 20 0.192 22 0.214 . 22 0.205 24 O.315 24 0.400
. 26 0.515
( v 26 , 0.445
~-
Ultimate Load = 26,800 1bs ;- ----- - - Ul t in.a te Inad =. 27,200 3bs...-. . - - -
~~ - - - - --- - - - - ,.. .-- . . . . . . . .
- 2. 7i60 0 W . -
5
- - A Lo.RL A .
~ . .. = ~ ~
fiMY '-
. . . . . . , . ..~ " ' ^ r 2 :.:T~~"~~~ .. .... - .. .
m : 4 , .
- e
.t
-( FACTOR OF SAFETY OF RICHMOND INSERT FOR CPSES BASED ON THE 1993 & 1984 FIELD TEST DATA
Background
The maximum working allowables for the 1"W and 1 1/2"W Richmond inserts recommended by the Richmond Screw Insert Anchor Co. in their Bulletin No. 6 are based on limited tension and shear tests conducted at the Polytechnic Institute of Brooklyn in 1957 and 1965. These test inserts were embedded in concrete with a
- nominal ultimate compressive strength ~of 30n0 psi with minimal reinforcement.
The inserts at CPSES are embedded in concrete with a minimum ( ultimate compressive strength of 4000 psi (actual compressive strength is about 4500 psi) and more heavily reinforced. For this reason, G&H established the allowable values as shown in Specification SS-30 Appendix 3 which are moderately higher than those recommended by the P.ichmond Screw Anchor Co. Consequently, the G&H allowables result in a factor of safe,ty of less than 3 when compared with the Richmond test loads. The basis and the methodology used in establishing the G&H allowables are explained in the response to ASLB question Item 8 (i) . FIELD TEST PROGRAM To put the factors of safety utilized for the Richmond anchors at ( CPSES in prospective and to establish the actual factors of safety, a series of controlled tests were performed utilizing the
.-~ -. . , . , - , . ~ . . ,
-- m _ - .. m. _m.. - - . _ _ _ _ _ _ _ .
u - hi . v ';
- k_ ,
same concrete' mix and representative reinforcing steel as used-for*the plant construction. The test was in accordance with, ASTM E-488 " Standard Test Methods for Strength of Anchors in Concrete and Masonry Elements." Five tests each on shear tension and combined shear and tension
^
were performed in April 1984 on the 1"# and 1 1/2"F inserts.
; Also, nine 1 1/2"5 inserts were tested in shear in March 1983.
FACTORS OF SAFETY OF INSERTS (a) Service Load Conditions (Normal & Upset Conditions):- Maximum allowable working loads specified in G&H [ ( Specification SS-30 are used and compared with the test failure loads to establish the factors of safety. These are the factors of safety against insert' failures (failure of insert, insert shear cone or both).- The factors of safety of , , the anchor bolts used with the insert are not part of the test progran as the anchor bolt working allowables used in SS-30 are based on AISC specification' allowable values. l l The factors of safety for the service load conditions are i above 3 for tension shear and the combined tension and shear test loads on the 1"# and 1 1/2"# inserts. Table A lists the ' ! factors of safety for each group of inserts. The factors of safety for the co,mbined loads are based on insert interaction ( f
, . . . - , .-..,~.,,,,_.,.__,_,,,._...,.,..,__,__,.,,,y-_,.,,-
mm - _ _ _ _ _ _ . , _ . ...,,,.,,__,_mm,,,_.mm_,-_,
- _.-.;4-+ w ,. s -...a,a .,..na.w..uz.,w a n n... . ... - - . a .. . . ;a a *
! r '
i , 4 i (m I formula given in SS-30 Appendix 3, Page 2 of 10. . l e rT g g y , w)4/3+ (r)4/3 Since the minimum factor of safety, in all cases, is above 3 which exceeds the Richmond's factor of safety recommendation of 3, the working allowables in SS-30 for Richmond inserts are well justified and are conservative. (b) Factored Load Conditions (Emergency and Faulted Conditions): Allowable loads under factored load conditions are higher than those of the service load conditions. Based on FSAR, for steel design, the factored load allowables are equal to 1.6 times the normal (service) allowable loads. By applying ( the same ratio on the inserts, 3 1.6 the minimum factor of safety is reduced to 1.87 for the factored load conditions. Safety 'Related ACI-349 " Code Requirements for Nuclear Concrete Structures", Appendix B - Steel Embedments Section B.8.1 and B.o.2 stated that " Design allowable shall be based on actual test data of tests performed on inserts embedded in concrete....., A W factor of 0.5 shall.be applied to the i average test failure loads in determining strength requirements." This implied that a factor of safety of.2 for insert for factored loads. Similarly, ASME code allows increased allowable for the. (
m __ .m . . ~ . ---
..1, A
_4
. t factored loads. However, no specific values are given for the inserts.
Based on the above understanding, the recommended factor of safety for Richmond inserts under factored load conditions should be in the range of 1.8 to 2.0 and 1.8 as a minimum. In 1992, GEM issued allowable loads for the Emergency and Faulted conditions for the 1"O and 1 1/2"5 Richmond inserts.
. These allowable loads are shown on DCA-15338. The factors of safety for these allowables against the test failure loads range from a low of 1.8 to a high of 4.6 which meet or exceed the recommended minimum factor of safety requirement for
( inserts under factored loads. Thus, the above DCA factored load values are justified and are valid for use. Table B lists in detail the factors of safety results. e f ( e -
- .gJ:sy- ~ u - c.~ a.a + - - . ~>. i..w. -:w: x u s..as a. .. .w : v. c :.- ,. ,.,,..n-s: .
] ,- . b hi TABLE A F.S. OF R.I. UNDER SERVICE LOAD CONDITIOMS~ Maximum allowable working loads specified in Specification SS-30 are used and compared with the test failure loads to establish the factors of safety. GROUP A: BASED ON THE 1984 TEST SS-30 Test
- Failure Size Bolt Type Load Allowables Failure Load- Mode F.S.
A307/A36 Tension 11.5* 41.28 CsI 3.6 Shear 7.85 40.28 B,Isc 5.1 1"9 Combined 11.5* & 7.85* 28.36* B 5.2 A325/A490 Tension 11.5 41.28* C&I 3.6 Shear 11.5 40.28 B,Isc 3.5 Combined 11.5 & 11.5 28.36 B' 4.2 A307/A36 Tension 28.11 101.96 B,IsC 3.6 Shear 17.67 94.34 B 5.3 li"9 Combined 28.11 & 63.47 B&I 5.0 17.6 A325/A490 Tenson 31.3 101.96 B,Isc 3.3 Shear 26.51 94.34 B 3.6 Combined 31.3 gs 63.4[ B&I 3.7 26.51 (
.: . . . - > . . , .r, > a a . ru n ;, . . .u - .=- - - . . . . . . . . ..u- ;- ,_ 7 :: . ..
t8 * .
? ,.
31
}8 ~
TABLE A - t GRCUP B: ' BASED ON THE 1983 TEST 55-30 Test Failure Size Bolt Type Icad Allowables - Failure Ioad Mode F.S. A307/A36 Shear 17.67* 61.83 ** 3.5 ll"9 K K ** A325/A490 Shear 26.51 92.42 3.5 (
- Failure Mode: B = Bolt; I = Inserts C = Concrete Cone
** Tests were halted before failure.
) L 1 i l t
m =. ,e - . _ y; . .g...-... .. .;w. ;,_. .:
. .:: = ~ . _ . .._._.w_.._-
l- $ ,r .
- i
- 1
.6 :
l i (, TABLE B F.S. OF R.I. UNDER EMERGENCY (E) & FAULTED (F) CONDITIONS g-
,All'owable loads as shown on DCA-15338 are used and comoared with the test failure loads to establish the factors of safety.
GROUP A - BASED ON THE 1984 TEST DCA Test
- Failure Size -Bolt Type Load Condition Allowables Failure Load Mode y
, A307/A36 Tension E&F 19.4 41.28 G&I 2.1 Shear E 8.78 40.28 B,IEC 4.6 Shear F 9.7 40.28 B,IGC 4.2 1"9 y Combined F 19.4 & 28.36 B 3.0
( 9. 7' A325/A490 Tension E&F 22* 41.28* CGI 1.9 Shear E 18.17 40.28 B,IEC 2.2 Shear F 18.85* 40.28 B,I&C 2.1 Combined F 22 28.36 B 2.4 18.85* A307/A36 Tension EEF 45.12 101.96 B,I&C 2.3 Shear E 20.56 94.34 B 4.6 Shear K g g ,,, F 22.56* 94.34 B 4.2 Combined F 45.12 & 63.47 B&I 3.6 22.56 A325/A490 Tension E&F 58* 101.96 B,ISC 1.8 Shear E 37.23 94.34 B 2.5 Shear F 42.4 94.34 Bi I ( ~ 2.2 Combined F 58 & 63.47* B&I 2.2 42.4K
. _ . _ . _ . _ . . . _ _ . . . _ _ .-_ :_,_-- ._ _.~._ -
=x .. a . y : v . . aun x.. v .n..w.e m . . . w. u . :.- - . .. .w. .c ,.
r;;;aa::.6 ,
.]: .
- l'
'l 4 1
.a
, TABLE B ,-(.
l
?
GROUP B - BASED ON THE 1983 TEST DCA Failure Size Bolt Type Load Condition Allowables Test Mode Mode F.S. A307/A36 Shear E 20.56 61.83 ** 3.0 11"9 Shear F 22.56* 61.83 ** 2.8 A325/A490 Shear E 37.23 92.42 ** 2.5 Shear F 42.4 92.42 ** 2.2
/
- Failure Mode: B = Bolt; I = Inserts C = Concrete Cone
\
** Tests were halted before failure.
4 L f l:
, . , . - , . - - - - . . . . .m.. , , . . , , . . . , , . , , . .,.._.,..-.,.~.~.....-...e, .--~-.,.~-,_,.-_,,.__,,,.,_,.-..-...-,.,..---_._4 .
~
7 .-l 1"W RICHMOND INSERT A TENSION-SHEAR INTERACTION CURVES' L CURVE OF TEST RESULTS 40=\- - ----
\ 4
.N CURVE USING INSERT INTERACTION i
h
, FORMULA AND TEST RESULTS ' -
'o
\ (ES.sI)
L l
\
- I 502- \ h FACTOR ED LOAD
\
CURVES I; ) CURVE USING TEST RESULTS i l AND F.S. sl.8 & ! t CURVE USMG INSERT MTERA F roRoutA ANo oCA-iS33.C1 SON [, Q FAULTED CONDITION ALLotABLES. ' i 20 A - l b
- -\ SERVICE LOAD CURVES \
i E \ i k8
- g-CUf4VE USING TEST \
h k RE!ULTS AND ES.s S \ '
\ SS-30 MTERACTIOD C l x x / m*4)*= i s .
I l 1
\*.\ h ~\.
T*& S*s WDESIGN TENSION PER AILOWA8LES 8 SHEAR SS-- 30.
\
T & S s APPLIED TENSION & -
. \
- a l \ \
I 3 l o . l j o lo ao 3o 40 so ; l SHEAR (IGPS) . , 1
e " [;
. m -
...p
{.~ ) . I I 2"W RICHMOND INSERT : [ A TEhiSION -SHEAR INTERACTION CURVES i~ k' Ho . l
, .. p g CURVE OF TEST RESULTS g,
] goo __% i MN - .}.- t 30 N CURVE USRG INSERT INTERACTION * !I h FORefuLA t.No TECT RESULTS l l ( F. S s I) l g. i So '
- -- N f. -
FACTORED LOAD CURVES j pCURVE U$ LNG TEST RESULTS \ h $, i AN D F.S. s1.8 l l \ ' i h gg RVE USING INSERT NTERACTION\\ ! a. %oRedULA F ANDDC A-15558 %
- E -
FAULTED CotelTioN ALLO 4&BLES.
+
j - g
# . SERVICE LOAD CURVES i
i b F 4o \
\
CURVE USING TEST
\ -
f
- g i RESULTS ANo ES.= 3 , t i t i 3o- '. . SS-3 INTERACTloN CU il (h) +(h)
I to !\ -.
'- T,& S,s DESIGN AlloWA8L '
1
\. '
- s l
IN TENSION & SHEAR PER S S- 3o. 1 I g T
' & Ss APPUED TEN $loN & ' i lo 3 SHEAR. l' l
! o Ys i \ > L l.2 o io 20 30 4o So ao To Do so ioo ilo . I l SHEAR (KIPS)
. b l .
l- _
_p
- e . .. , p
~
i 4 [ l' l ALLOWABLE LOADS OF lb"W RICHMOND INSERTS (EC6W) AND BOLTS TO BE e {: USED IN INTERACTION FORMULAS FOR WALLS, SLABS & COLUMNS [ i ! I: INSERT CAPACITY B: BOLT CAPACITY T: TENSION S: SHEAR lIN PACING M 22M OR MORE INSERT SPACING ON 20"C/C BOTH WAYS-l - l BOTH WAYS (FULL CAPACITY) E
- CONCRETE A-307 BOLTS OR ' A-325 OR BETTER A-307 BOLTS OR A-325 dR BETTER
- THICKNESS A-36 THD. RODS BOLTS USEJ WITH A-36 THD. RODS BOLTS USED WITH f
l- ; USED WITH INSERT INSERT T S T USED WITH INSERT INSERT T S T S E s
< Z 25 25 25 5 3/.3 ?
l2"0R TH/CKER - I' 8 ./. /2 .2/ 2 28.// /767 26.5/ ( r ! l l TABLE I (Contd.) I ! I 1 i-i l F I I 1 L j ( APPENDIX 3PAGE-70 l l _.
; .m.- .,
..I
.[
. j
!- ALLOWABLE LOADS OF I"W RICHMOND INSERTS (EC2W) AND : BOLTS 10 BE e I- USED IN INTERACTION FORMULAS FOR WALLS, SLABS & COLUMNS h i.' I: INSERT CAPACITY B: BOLT CAPACITY T: TENSION S: SHEAR b p INSERT SPACING ON INSERT SPACING. ON llNSERT SPACING ON 14tK OR h IO"C/C BOTH WAYS 12"C/C BOTH WAYS $40RE B(7tHWl(S(FULLCAPAC )!
.l CONCRETE g.307 BOLTS OR A 325 OR BETTER A-307 BOLTS OR A 325OR BETTER A-307 BOLTS OR A325OR BETTER E A-36THD. RODS BOLTS USED it A 36 THD. RODS BOLTS USED A 36 THD. RODS BOLTS USED THICKNESS
~
USED W/NSERT W/ INSERT USED W/ INSERT W/ INSERT USEDW/ INSERT W/ INSERT k .i 1 S T g % S T T S T S tron E 6 6 885 8.85 //. S //.S //.5 f i w ic W R g 7g5 g4_g3 7g5
}
1 , l! . TABLE I (COntd.) I l' t i I fAPPENDIX 3 i ! ' I PAGE 6 OF10 / i
' * ^
~ ~
_ y 2l.j :- .: j !. ji &Y;! - - " KdsDWABLE_ LOADS.. Odd lRSEWii.vw .y + - --
' I =-. INSERT.. CAPACITY-_::"-N.s .I." T.ENSIONh['
CE.#RAU,LTEDf -YN.$$ME
---'.S. sis' HEAR *.
B .= . BOLT _ CAPACIT.Y (- - INSERT. SPACING ON .. l lNSERT SPACING ON 14*
, . ., . _7_10".C/C.SDTNWAYS ._. f OR .MOREJ BOTHWAYS A307,80LTS.OR AS25 OR BETTE A307DCLTS 'O A'325 oR BETTER
~. CON CRETE . . BOLTS.USED A3GTHMD. RODS BOLTS..USED ASGTHRD.
7; ESS- - USED.W/ INSERT W/lNSERT T USED.W/JNSERT :W/JNSERT. ~
,,, r
._ .. S. _T .._ . .T 'S
.T -S . .. ..
I
~
E 212 T E*.- .'l
. -lE - 't 2 l u 1 22
.)O ..
E .T_4 2.-' --~12~ ." 12 .12 . l
~ _ 093.-- 18.!7 B E- T19.4, ~. 78 ~48 s l8.!7
^
- 19. 4 . A .'l 8 THICKER 18.85 ,
E 4 ' 9 7.. 50.18 1 19.4 l 9.7
~~i
- 'ALLOWABEE- LOADS _DN _lY.4.JNSERTS ~
l .'
. IlNSERT. SPACING'.ON . . '.. l INSERT SPACING'ON.~.22
- Z20!!.C/C_BOTHWAYS_.._._4DR3dORE'.ECT.HWAYS ..
. -% CCONCRETE._ g3o7got73.cR AS15cRBETTER A307 BOLT 5.cR A325 OR SETTER l_THIC KN E SS -.. A3GTHRD. RODS SOLT5:USED'J. ASG.THRD. RODS BOLTS.USED
( USED W/lNS!RT W/_INEER USED.W/JNSERT .W/ INSERT.. .
; T-'- 27~ .5.2 .T.-l :.S SA h
8.G' 58 E - So:S -
-S ,
I % l2o ._ F. _50- L48.W(50-. <48. Gi l 58
- ]OR .
T.HJCKER w- - 4 5.12 2fo.5G ~.98-h27.23: 3.'l2- '2F.% - 37 2 S S / E- M2 ..22.56 loEB ~4k.l45'J12f22.5G - T +2.4
*lNTERACTION :
..: -
- FOR SOLTS s 2 -
f(,TA Lf f S._2 ft
, SA 0 FOR lNSERTS :
S ,, WHERE I' TA ,'T - ) h.l' - - S'SAJ*f9
' ' ' 3 : ~ W ,' ? F *- '
I i T s ACTUAL. TEN 51oM ON SOLT/lNSERT s.n.:a q jo.4.gz '
. .TA= ALLOWABl.E TEN 510N ON BOLT / INSERT- REV.J1
. T S = ACTIJAti .SHP. arf CN BOLT / INSERT i ~ SA = ALLOWABLE ~ SHEAR ON BOL7/ INSERT ATTACH.70 QTN* _
Oc4 - ws3a? _.---..,.---.m. , _ - , _ _ _ _ _ - . . . . . - , _ . _ .m...,. - -_ _ _ - -___.
- ...:.: :...u.. u.s a,,u. a ,... ..u
. . .. . . . . . . : .. . . .:. . . . + - -
.. /'.
. /.
JEDOHNr A .
' * (,
d t
~
TEST REPORT SHEAR TESTS 1 [ ON I RICHMOND 1 1/2-INCH TYPE EC-6W INSERTS i 4 MARCH 30, 1983 Prepared by Approved by J.C. Gilbreth R.M. Kissing (r Civil Engineer Project Civil Engineer ( - i .
1 . (- . . s TABLE OF CONTENTS
1.0 REFERENCES
2.0 GENERAL 2.1 PURPOSE AND SCOPE 2.2 RESPONSIBILITY 2.3 TEST APPARATUS 3.0 PROCEDURE 4.0 RESULTS
5.0 CONCLUSION
S 6.0 APPENDICES APPENDIX 1 - - DRAWING NO. FSC-00464, SHT. 1
- - CONCRETE COMPRESSIVE TEST REPORT .
APPENDIX 2 - - TEST DATA SHEETS APPENDIX 3 - - LOAD-DEFLECTION CURVES (
w ... m . - ~ m . _ . _ m _,.,. ... .. _ _ __.
'f, * . '
j - 1.
< k. f TEST REPORT SHEAR TESTS ON RIQMOND 1 1/2-INCH TYPE EC-6W INSERTS .
1.0 REFERENCES
1-A CP-EP-13.0 Test Control 1-8 CP-EI-13.0-8 1 1/2" Richmond Insert Shear Tests 2.0 GENERAL (
. - - 2.1 PURPOSE AND SCOPE These tests were performed to determine the characteristics of Richmond 11/2-Inch Type EC-6W Inserts when installed in concrete representative of that used in the power block
~
stmetures at CPSES and subjected to shear-type loading. The strength, deflections, and type of deformations produced by this loading were the qualities to be detemined. This series
.of tests employed only 1 1/2"-Inch Type EC-6W Inserts subjected to shear loads.
- 2. 7. RESPONSIBILITY The tests were performed under the direction of the CP Project Civil Engineer. Witnesses to the tests were: A Nuclear Re-gulatory Comission (NRC) Representative from the Arlington, Texas Regional Office, the NRC Inspector stationed at CPSES, a TUSI site Quality Assurance representative, and other site engineering personnel.
e l
< m a ; m _ :
. w :. .. u . . . : ._: r .o . _ - . .w . . e , me. o .. - - , - ---- . - - _ _ - . . . , - _ _
2.
;+
6 *
> 2.3 TEST APPARATUS - -
'k' ~
The arrangement and details of the test apparatus are shown on 1 Drawing No. F5C-00464, Sheet 1 included in Appendix 1 to this ! report. The insert specimens tested were taken at random f m . the Constructor's stock on site and were therefore, represent-stive of those installed in the plant structures. They were placed in a thick concrete slab cast specifically for these tests and which was composed of materials and reinforcement similar to those elements of the plant buildings. This is c "4000-pound concreta" (28-day strength). The laboratory test '
- report on the concrete of which this slab is composed is in-cluded here in Appendix 1. .
i An apparatus for applying shear loads to the specimens was de-signed and built on site. This facility employed a 60-ton . r capacity manually operated hydraulic ram whose thrust against j a crosshead was transmitted by tension rods to a 11/2-inch , i thick shear plate bolted to the insert specimen. Base reaction i of the ram was transmitted through a structural steel grillage j-to the outer face of the concrete slab. Ram thrust was deter- ! mined by multiplying the fluid pressure (PSI), as indicated by a gauge on the pump, by a number equal to the ram piston area i in square inches. Deflections were measured by a dial indica-3 ter mounted on a remotely anchored bracket and with its spring- ! loaded probe in contact with the specimen bolt head or bottom nut where threaded rods were used. These instruents bore valid stickers showing them to be currently in calibration. 3.0 PROCEDURE f ! In performance of the tests, inserts were cleaned of concrete ' l mortar and other trash that would affect bolt thread engage-i ment. The shear plate was attached to the specimen insert by l a suitable length bolt or threaded rod of type shown on the i test data sheets. Appendix 2. A new and different bolt was ! used for each insert. These fasteners were tighteded " snug i tight". On three specimens the shear plata was attached in '
- direct contact with the top of the inse-t. On six other spec- ,
l mens a 1-inch thick plate was inserted between the shear plate ' l and the insert, representing the " washer" used frequently at this location in pipe hanger installation. Shear loads were , applied by the ram by operation of the manual pump. As the load increased from aero (o), indications of fluid pressure (later converted to load) and bolt head deflection were read j at regular intervals . These intervals were at 400 PSI on the , pressure gauge, corresponding to 5300 pounds thrust. Load application on each specimen was halted before failure occured ! and when the load had reached a size considered to be suffi-cient in comparison with the design load values. At this ! point in each test, the NRC Representative indicated his con-currence with this consideration. After this, the load was . i ( , removed, the apparatus detached, and observation was made of I ' the condition of the specimen. i I s.. .. .. . . . . . ..
-. _ _ ~ . - _ _ - - _ _
[' *
. 3.
'k. 4.0 RESULT 5
. As can be seen on the test data sheets, the maximun load appl-
, ied to specimens or which ASTM A490 bolts were used ranged ,
from 88.110 lb. to 95.400 lb.. The bolts could be seen, after removal from the insert, to be slightly bent. By measuring the distance of the bolt tip fra a line perpendicular to the bolt head.these deflections were approximately as follows: Fastener $oecimen No. Solt Leneth Deflection of Tio Type A-490 1 4 1/2-in. 0.0 in. A-490 2 51/2 in. 0.05 in. A-490 3 51/2 in. 0.10 in. A-490 4 4 1/2, i n. 0.05 in. A-490 5 51/2 in. 0.10 in. A-490 6 41/2 in. 0.0 in. Other than these defomations, no bolt showed signs of inci-pient failure. Loading of the three specimens employi g a double-nutted $A-36 , threaded red for attaching the shear p ate and including the 1-inch washer plate pro.1uced a reverse curve in the threaded rod. The offset between the approximately parallel ends of each rod was approximately as follows: toecimen No. Offset . 7 0.4 in. 8 .4 in. 9 .4 in. The fact that the end portions of rods were not truly parallel accounts for the difference in deflection measured at the bot-tom nut on the rods. Although these deflections were expe-rienced, there was no sign of iminent failure of either the threaded rod, the insert, or the concrete. There was small spalling of concrete around the top of some inserts. This allowed the top of insert to deflect laterally and in the case of Specimen No. I to deform to a small extent. However,ilure plate fa appear to be feinent.in Innoeach part case of anyat test the specimen did breakag ( time operation of the hydraulic pump was halted, the applied load was increasing, showing that neither the insert nor
', fastener had reached its maximum load carrying capability.
.. . .: . . .w . _.. a .. a . s , .m a. . .a .:. :: . . . - . - - . . . . . . . . . . . , . .,.
4 The factor of safety for each specimen based on these maximum applied loads is shown in the following table. .
+ FACTORS OF SAFETY -
BASED ON MAXIMUM APPLIED LOAD Marimum Fec+oe o? 3.efety Specimen Applied Fafener Number Shear Load p.s. . Mar Apc/ted Lead (gjps) Design A//ow.d.'a 1.d
/ 88. / * ##')$6.5/
- S 3A
( A-490 Bo/f 3 go,j 90-)}g,5y = 3.40 W//" Shim $
$ 95.4 ##*hh6.sl = 3.60 "f/js.st " 3 'O 2 SS.4 A '490 Bo/f 4 .95.4 Sifjg,51= 3.60 Yb t~ ohim M 6 90./ *
#0'hh6.s}
- 3.40 7 58.0 ##'$'.sr
- 3 30 3436 Thrroded Mad a 63.6 '#'fr.6 7
- J 00 "f/" Shim $
$ 63.6 Nr.e7 = 3. 60
- Losa' helfed due to dia/ indicator for deflection
( honny reached //e /hnif af fneve/.
5.
- k. ,
5.0 CONCLUSION
- These test results show that the performance capabilities of the Richmond Insert in shear exceed the design allowable by a ratio of more than 3 to 1. Thus, a minimum factor of safety of 3 is
.. indicated. The test results for the specimens with the 1" thick washer are comparable to the test results for the specimens with-out the washer. This indicates that the 1resence of the washer had little effect on the performance of tw bolt or the Richmond Insert. If additional bending stresses are introduced into the bolt as a result of the presence of the 1" thick washer, the test results show that it is not significant enough to distinguish the difference.
Based on this test, the design allowables for shear loading are acceptable for use without further investigation or additional calculations. 4 6 9 I . 1 - l ( l i i e 9 S 'l J
- ---. -,a.- --e,-,,-------,,,----,._r,.,n,,,,,,,---~.-,,,,-,-------,,e m, ,,- ,- ---~n.--------,. , , , , , - - - --,-,-me-m, ,--n- - - - - - , . , , - -
'Y' y ,
. ~ a ., . a m .a s., s ... - , .J '
- 4n r%. . ~ . . . . . s ....
' ~-
..>.o..L- c m o.s w se%i*avs .s.o .&
. .r_
a e w S 4 ,s LY 6 e en 6-S APPENDIX 1 3 e 9 (
, b e he i 4 0 $
~
' APP. - /
Alorfl
** e . m
- Cwt P?Aw sTEAw E!.ECTN8C station .
g f. d)pe/$ gpgp/ j aart p0ve me. 2"//*f b
-- Cs."#.
.*
- Ptever ::, ccuentsssvt 71373 0F cc2sCPETE i c e . L sg; no 375 -
I
- m::t '.:*! EI.G 2.l1 ' * */ / [Q7'-[#M ,
i ,. .,0 . A ,.r ... . ve ,,.C ., ,, ( . . ~ , , ,,,0 , A. C. A . TV/,ai.es o #1N4
'~
- f;l'f* **;a-l / /2.0 es t /20 6es Les //ff Las 5 . A..~:a.:= . :.* u a , eswsTr a vs.
- 0 AC:ss sesemco sesion st=cesw
. si0eCausntaans,AaaCu.7 :stai.yf
,""" l 3/i7 e. ( sa.. , 37/, //. 6 ei .57o Acc esi 29 mars
'7ta4, Cr :twn? rypt CP EueT' 4 RAND OF Aa# Est,WassesN4 400s 27U44 99Amo 0F WATER atDUCDe4 Acas4XTunt Wasp
- CJ.
em I N8 [k kar I k*d . sa .cc u in. C=. rA me cs . sana.r ,A. a 3.:..ee C a. se en et 1 D/ CI&:e~ac. .
~
2*b3 '7A Clebutm-- 2 G.3 .2. 5/ TM CF asungs Sa m Less TICsidT setL , BAWPLE TAsDe ATs h.2, d """ h,'t AN / [ c.y.
.=27490 0F 8LA31,. T u , O evas 7 .arr 2 tso Due . car A. , Tsa Can.e. tew mA; -
l a ., a n, a C,.,T. a.a.a3 ng,% c3ag. .co , tw , afV,, TM OFa.das AT neoff WT. CU. PT. aess LIL SPECla!!*t TesttM ST SPf3MOs CAST 57 Act 6 [ ' L9S f h). h34306% "
. .I".2. %
I :t'.m0(s eth ,gggl4.taWe( tcA tm Ave. DA 688 SATE CA88tD CapptD Of TlWE TESTro O&f t . asas LCAO TE5 FED . Lt. CCtansit&Svt STACMTM
'e h#
yy C y, TYpt OF patsa
$j~ 1 (r.bO b O'03'0S fh C*12! &*lS*bb m DilO C. O
!y!)sd 7 f- Q ..e07 2w # om u.04ssa 557ol3Ehfhi
= ,Zbi $~C O .cgR i=,
- U W 0_Q[ E.ll*$0 /39 occ $"Co le h
,f *
!~4. H,N *D L . i'n Z. ?>"T
- d MQ d 7# 2. 5*llO9 //"f et,- ff7e ,
f 6. ( 1 t w a n H L es s.n.o n o .ere 9 o s G ... nro(Ed 24 &' i j ; p s .= ! n t h is,. c a s . ,. a M mrina4.1.l,a, ero N &l86: mx- . : ; , , N,WM~! 34?t m72~t aut;' egaanx3
! l l l i i ,
i S f,' & ?.30 0 Cf.l RING CO.'eTPot. TEST RESUt.75 POR 28 OAT BREAM i LA;A e Af *.Af Ok2C CTL'MCEA'D - FIELO Cb'AE2 CYLt9048W, . - l 8 **I'8 5*>8 ina.lJ I~s *# i_ (C) stat 4CTM ( P 31.3 ' N 3*O (:t
. Y9 _
'dl N'YO 13?
l L :2.13: , in..m /7f1
- z. est,(In , a e adf/ '* / O M?!- I.) A27.g asus, gg 30WA4 TO 34 OptATln tua.s c.gsg c4 (22 ASJvt setID i N27 W.*t3 Test DEsicM 374144fu 07 fAORE f**A m 300 PSI EvDs fp0WOM
, fdd 0.04 CAs?tniCM la 3e07 entf .
6
. e W' s I:6,11;g-.u.. 3. .,
enrg-, 2.m /29a _,i7.0 s r en eatmen av b Cresas =_. TL i
.g : .. . acts as.4.nf A.0e.
,,,,,,,,,,,,,,, F << , , , , , , , ,
;g l
.f h b *.:,L.Lt ;,t:n t:::1 t.r J r m s' ,,,,
. O O
& L;;,w7;,a 64 / dl,. >bC._
, - ,u.:. u. m,-
1 _-.--__-~ . ._ .._ ,_ ___._____
~
~
pcTC: APM i
..dacut scax s ree si.reme st:r:0= seTE 2 '/*B 3 C/7 9f'r#g 40 / ,,,, , , ww.
,,, y c
^
nem; c. : rso:::ver
'Mllres:vr ~g s or concar x 7gsf Ahek) .
k, .... ,, i. esT r. 4. w,o r4. C. a. =,0 C.4. T e nt . art ne.rC= Tv.t er cu
- .:a a s **"- /., ( 2 0 6 s /20 tas F+ & tas o osa #ff Les inW ue a
as~. .a.s neo/CEvent na iO, spreirito otssca sinExcTw rie v. :. ::.t. e Ca vs. m s a0:rs == Cug Total g P 87 3'if 7 tes a/ 4 so ,376 /f.f., ez. ST or Mcc.) .s . z.S .Js
*vst Cr CrM147' SRhe0 0F Aan ENTeaminc ACwirTvetDeamo Or .aftR RCucuso acessuTuot Was SIZE C.A.
em
!)maa.c s.
ST C]F , x wo n. & se lf siJacz ca. se on. C.4. sou=ct F.A sp.ca. F.A nawss macuirs r.a. 5 T'JaC)e.a m ..? =9 l* 3 'T3a c,%:s.ct- ?43 .2.5"/ g TT.ut CF ama .4 Sa*"Je t:a TICutT sec. Sansett fastN ATs t had I [ C.Y. ~E
<T>eco C, avC= Er.uu, O suC=rt aart sa=uo wif Co C. Tzu,. mu lg .cou. .. Tru .
evasin O .Est O C TE . .ns3 j9578 0.) a.t .fo r 4 </ r fff ,,,. TNE Cr made4 af usetY wT. Cu. FT. est2 L8L SPECititM TantM gy . SPECwee CAST ST a#4 at1* mat e..mf 9e Ee.v- -
/'N. 5% us. I32 6S bo we--. n 8-ZM 52.5 seat. loa 0 COW.M l ;ttp.cig 13. ll g
- 2nawtsan. ' A&.;.s g3 ave. Oa.
e so. l8 Oaft CapetO cap *tD SV < Tiut TESTO patt TESTED Lt. ST9t:4TM g,hlQQ typc y, cp tut:aar L i I i 1 - t l l
, 4 *gtN t e ! t e
I i e i i i i i i g ,i Mfi ii
. i e i
- , t 6 l l t f I; jA I i e i ..
l l l (- h.__s_s!A u
.anz y ; 8.ot/ 2 14-13 .'TM 4:594,7.rdaBl55 scal /*Lo Its 'In$ l FG__
QDT l. ?S Ai
; $lzW O$ b.ccs 2 ss 83 (3 (,:s~$l 4-w.99 (,4po 2.960 0 0 k.L l'~ ] 55YL o c.:.l2-n t.s -
e i
& kW^2*il *3 3 G0k .3370$W !=Cx t i
i . ! t *
- i i i t t l j ; 478 s T.W STp sets ; atwams
_$0.*E?=,?S 121b CURING CONTRot. TEST RE3Ut.73 PCR 18 OAY BREAM t.aianaE !*T ctedt: Cf*.5 82ter31 ritts Cutts CT'.meovut statsscTM (P.s l.) # fe? 3*t t s **
- P s.:J (Cl L ~1'
,,, 3, a 44 .. 3 - !:latdle 3. lelell>l
- 2 e b ?* t- ..) 193bt na;ST St tauai TO 08 GatAf ta Twee 0 03 OR (Il aaovt settD ND* EI:tES TMt OtSIC#e STAtm6TM 37 ne0RE THAN SCO PSI EVEM TM0uCW TMt 0.35 C#:TE9tSfs SS NOT nett.
. *[4 ALTh@1 8 m>*aa -- D' a-@r,a
-*-o*T C+=
- ....m t as an /
( :e.rr .. x ,, ._.e-n/- m: 4,,,m,a,,,,, 6) ,,,,,,,, ,, f ,84 ,g e.fuddD l'y- -ClitAtts 0 g
**.,*;k ,',,*.j _.a a 1 ? **r L** r e up. ,aif n
. (3 M kA' T d oit M AItca) $ka
~
t ES _ TuGC0 La4 Ssetiv)0m
c, ,v-s.. -s J ..:..... . . , ' .w u 6 ,< ,. . . . . . . .. . _
* . s / O g q ) 4 Q o . .g ,
I & , Q 4 4 (M 4 0 5 0 6
$ l i
1 4%
'n s
5 e 4 APPENDIX 2 TEST DATA SHEETS ( J s i l i ( l l l-l t-
..,...~ . . - . . ~ -
- 3_
1 ..
. M PfND/5 RICHMOND 1-1/2-!NCH TYPE EC-6W INSERTS SHEAR TESTS
(,
REFERENCE:
CP-EI-13.0-8
. SPECIMEN NUMBER: / DATE #2
- w d BJ
- BOLT SPEC: ,4 - WO W/ SHIM PL. / W/0 SHIM PL.
DEFLECTION GAUGE JACK * (IN.) PRESSURE THRUST NOTES - FAILURE MODE (P.S.I.) (LBS).
' !.*e' & .
s 7;'. : -
../21 fee fl Joe f.cri per to, cm .
. crs- / zee AC 9eo
. ets /t c c El 21oo
. i cr zeeo fc..reo
. /.~7 8 MM 34 doo
./6 8 Z$1.' 37 /de Esc 3dec 42 Go
- .EJc Jaco 47:7eo 27c atco Ctom
.30& 4400 SB300 Su'i1.4% Ys e// - sla<4.h M&
3gC 4fec 63,saa k &4 f p., f%. ,
~ ' '
4$$ 9 $CC 6d fed
,.r]o .s cec 74roo
- .6 /3 4 eti 79.1~m .-
*$?'T SW 84$0c , ,.
'A
),gne $/sa g/t/4 Jna f s l W a-~ . w .- n
' & W
- JACK THRUST EQUAL SHEAR LOAD ON INSERT.
JACK THRUST (LBS) = GAUGE PRESSURE (P.S.I.) TIMES /888 JACK: EQUIPMENT NUMBER BCN d'04 PRESSURE GAUGE: M&TE NUMBER /#'// DUE DATE: 9 b 83 DIAL GAUGE: M&TE NUMBER 2 # 94:. DUE DATE: l o E*- EJ PERFORMED SY: WITNESSED BY:
}
DATE 22wew/Py $hhrfJ~N'$) QA REPRESENTATIVE DATE
. . . .g . . . . ..
r... . ,. . . . a.v. , u .....:. w w. -. .. ~ ...w. .......n.;-. .
. - . - . ~ .
, APPENDIX ,
RICHMOND 1-1/2-INCH TYPE EC-6W INSERTS -
' SHEAR TESTS
(; *
REFERENCE:
CP-EI-13.0-8 4
, SPECIMEN NUMBER: 2 DATE 82 5P/M '#.7
- SOLT SPEC: A - 4 98 W/ SHIM PL. W/0 SHIM PL. V
~
DEFLECTION GAUGE JACK * (IN.) PRESSURE THRUST NOTES - FAILURE E DE (P.S.I.) (L85).
- f. D /4 4tM (Joo
, .c2f tre /0,doo
.es2 /Zoe /.C 9eo
.094 / Goo 2/, Eco
./$e 2D@ Ed,Jeo l . / '72 2We 3/,too
. E/L 2 Boo Jg/co
. E r4L jfCC $dl$C4
.29f' 26c0 4270o 3c6 4 con f3, coe 324 4Yeo 14 Juo N .fsp 4 fee ca, soo 37/ S2ec 44fx
.ftO flere 74 200 Af4 feea '72feo
.4 72 6440 d%/N l . 5 73 68eo ?o, /co l .fC*o '7Eco 9.;i foo Ceet u *a/ t.- s'. " i ~ % .4:C%E. '
l 4 /d h ~.~ h A'2 M .
&?) :- e,x667"A. ,
- JACK THRUST EQUAL SHEAR LOAD ON INSERT.
JACK THRUST (LBS) = GAUGE PRESSURE (P.S.I.) TIMES /8.2 f JACK: EQUIPMENT-NUMBER d C// fE06 , , , t 00E DATE: 9A #.7 PRESSURE GAUGE: M&TE NUMBER /8// , DIAL GAUGE: MATE NUMBER 849# 00E DATE: E4 A -# #32 PERFORMED BY: WITNESSED BY: (- .
/* %%-n .o DATE 1MAKLsrn.n QA REPRESENTATIVE DATE
m APPEND # . RIQ9CND 1-1/2-INCH TYPE EC-6W INSERTS SHEAR TESTS
- f
REFERENCE:
CP-EI-13.0-8 ( d SPECIMEN NUMBER: Y DATE /d h - t D . 80LT SPEC: A - f- 94 W/ SHIM PL. N W/0 SHIM PL. DEFLECTION GAUGE JACK * (IN.) PRESSURE THRUST NOTES - FAILURE MODE (P.S.I.) (L85). A /// + 0c G oo
- 0. D s 3 Be /Di 600 d, $$6 /200 /Z900 e.A7e /6m 24fic
. /fr Esco 24,sco
. /7S~ 2Aw J/, foe
,ED7 2/m 3%/co
. Z48 .72cs l 4c,VM
. Se4 Jcoe f7 7eo
. 36f~ 4tse SJ, ooo l 4/'7 Hoo fdJM
.-k,3 ff<c Atsee
.fof f2co 48, too
- ff*7 S~d co 74, Zoo M &@l }nall
. 4/2 ff60 79!.tvo
- 64) 44cd MMM
. '?LF 4Sec fo/**
% 'G. 29M M .:7,-- =
esJ d J.-od pwa%.cW d'e,//.Ea &*s <? A'.M .
- JACK THRUST EQUAL SHEAR LOAD ON INSERT .
JACXTHRUST(L85)=GAUGEPRESSURE(P.S.I.) TIMES /3. 2 r l l JACX: EQUIPMENT NUMBER 8Ch' 644 PRESSURE GAUGE: M&TE NUMBER MJ/ DUE DATE: f <l .
#7 i ,
DIAL GAUGE: M&TE NUMBER Edf7 DUE DATE: E s 4 #1
.- . PERFORMED BY: WITNESSED BY:
e < M 1*ll-93 fh+t.91140<...(A:r.31-f.9 j / DATE GA REPRE5ENTATIVE DATE
-...w---4e,-w +,-rme--,-e- -
APPENDM . .
.s .
r,
~
RICHMOND 1-1/2-INCH TYPE EC-6W INSERTS SHEAR TESTS
}
REFERENCE:
CP-EI-13.0-8 L. SPECIMEN NUMBER: 4 DATE 8 2 Y/ A 83 BOLT SPEC: Af - 4 90 W/ SHIM PL. W/0 SHIM PL. F
. DEFLECTION GAUGE JACK *
., (IN.) PRESSURE THRUST NOTES - FAILURE E DE
. (P.S.I.) (LBS).
o.e 09 4Ae 4 .CJoe
.en Poe /C Sco
.ed] /Ese /S, fee
. D'7D / Cod 2/,de -
1
. /t'c Fore E4 700
./32 24rc f/, goo
. . /SS' EFra JZtoo
./'98 .7Zoe ff, foe 2;f 34 eo 97700 3DF 4treo f.f ces ,
.SfD f;4 tos fo.Joo -
( .+tff #8ec 6480s
.s's/ S2*w &J.Poo
- i~36 3~Gse 7s'.Eco M 2 u h .z .s.4 . .e.
. f7/ f*DD 77,.@c 4 .2.O '
M N.&L.'
.404L dyre 84400
.S % do &f/D fe,/co
'.G88 '7 dad C/S*4co
% A JMid G.A M da VQ Aan d .446< % r;c n * -
.r f
- JACK THRUST EQUAL SHEAR LOAD ON INSERT.
JACK THRUST (LBS) = GAUGE PRESSURE (P.S.I.) TIMES /J. df l JACK: EQUIPMENT NUMBER A'CN 4oe PRESSURE GAUGE: M&TE NUMBER /8E/ DUE DATE: ,9 , b IJ DIAL GAUGE: M&TE NUMBER 88944 DUE DATE: E # p N3 _ PERFORMED BY: WITNESSED BY: (
$ h. D h I*d2 PE 0 ATE (s hs h M f J .s.7 y]
QA REPRESENTATIVE DATE
.. . ,. -.-.., .- .-. . .- -- - ,.. . . - - . ~ . , . - - . - . , . . . - - - - - , . . - - - . . . - - - - - - - - - - - - . - . - - . - - . . - . - -
.c - . - - - ._ )^ ...
APPfNDtX RICHMOND 1-1/2-INCH TYPE EC-6W INSERTS
. SHEAR TESTS .
REFERENCE:
CP-EI-13.0-8
,{ .
SPECIMEN NUMBER: [ DATE 2 2 # A d NJ . 80LT SPEC: .4-494 W/ SHIM PL. V W/0 SHIM PL. M C g DEFLECTION GAUGE JACK * (IN.) PRESSURE THRUST NOTES - FAILURE MODE i, (P.S.I.) (LBS). c.et3 + 0c 4/oo
- affE. See /d 600
. e 9/ /2 00 /d",900
./12 /4 co 2/ 20e
./10 2DCC 24. Soo
- 220 Edee 3/, too
.265~ 22rc 37.soo
.303 320e Art. 4co
.33o ~7400 4z 7os i3W 4 Dec 32, coe i
- 3*// 49de fd,3oo
-( 4/f
.+ 4 fi6de J~aso 6 3,Cao y 9so i
.+79 J~&co 74,ros a y, y
*S#T h### 7faS0* 4n/
4 '
-A &'L_# - '"-
. S3d Sqco ofsoo i SIC G8dd 90,/cc
*0lb # VS' $# C .4 M sp.aiK,, y .sa
+k t 4 A M *' M g' ,, n~
# !f W _
- JACK THRUST EQUAL SHEAR LOAD ON INSERT.
JACKTHRUST(LBS)=GAUGEPRESSURE(P.S.I.) TIMES /,.f. df JACK: EQUIPMENT NUMBER 8 C N 404 PRESSURE GAUGE: M&TE MUMBER //// DUE DATE: 9 M 87
/
DIAL GAUGE: M&TE NUMBER EO9# DUE DATE:Ee M #' 5 r PERFORMED BY: WITNESSED BY:
.h. fWY J-2E-d3 DATE
/h'e !E:02 3-2.7-g; QA'REPRE5ENTATIVE DATE
* .~
APPKNDIA 2 RICHMONO I-1/2-INCH TYPE EC-6W INSERTS 3 SHEAR TESTS .
REFERENCE:
CP-EI-13.0-8 k., SPECIMEN NUMBER: 6 DATE 22 */~ A IJ , e BOLT SPEC: A - 4 f90 W/ SHIM PL. W/0 SHIM PL.. 7
. DEFLECTION GAUGE JACK *
.. (IN.) PRESSURE THRUST NOTES - FAILURE MODE (P.S.I.) (L85).
o.ose fee Esco
.cc7 doo /0,4co
. c99 /Em /f,900 .
. /J te / g,pe 27, goo .
./ 73 2 swo 2f S00 22F 24w J/, Jet
; d J?' EBoo JZ/ed
,3)*/ JZec 42 / 00
. Ac7 , Jt;** #7s7eo
.ME doce JJ' , o do
. ** *o . 44cc J',300 J
.624 +/co 43,G00
( 6YZ 'floo 48,900 5c'M k A i,.x m a
.?ET J~l'sv 74,200 4 Y a.C 'N'ae).2 d v4 &
l r
. '.'4 f 4 ecd 7y,.$e"e .
.fe? 44co Sf, Bee
.fst Oco 90,/0 0 l: .
. < *_mwu .vme..i -t% as/4 w M ~ 4 'y '
l M .df 76 ,; 4,
- 1. sp q .i, e
- JACK THRUST EQUAL SHEAR LOAD ON INSERT.
JACK THRUST (LBS) = GAUGE PRESSURE (P.S.I.) TIMES
/ 7, da~
> JACK: EQUIPMENT NUMBER NCN 4:04, PRESSURE GAUGE: M&TE NUMBER /8d/ DUE DATE: 9 dw 'tJ DIAL GAUGE: M&TE NUMBER 2#9W DUE DATE: /$i A '#7 PERFORMED BY: WITNESSED BY: (_
~
$.WE' W 7-22O Jhd>e$#h...,67 3-3n~-f3 f DATE QA REPRESENTATIYE DATE
.,..,..g.._- ._. ~. . _ . . . . . _ . . _.- --- _ -
]
. erse.oa . (
d .-
, l i
N- RIOMDND 1-1/2-INCH TYPE EC-6W INSERTS SHEAR TESTS
REFERENCE:
CP-EI-13.0-8 ! i -( ,4 .
! SPECIMEN NUMBER: '7 DATE 2 8 # #3 ,
I. BOLT SPEC:/ 4 J4 #e,/ W/ SHIM PL. V W/0 SHIM PL. WIT;(cg/ DEFLECTION GAUGE JACK * (IN.) PRESSURE THRUST . NOTES - FAILURE MODE (P.S.I.) (L85). _ c.off too S.rao
.E ??- 100 /0,6M _
.&B /ded M,9ee 91 /Geo 2/. goo 2LM
, f/6 26,SH .
'~. . 56 8 EM J/, Bee dBoe .f7, /m
. 4 4.s*
~'
. 73 2 JEne 9E,900
.8// J 4 '10 47,7M
. .$$3 Red f.7,6**
. - 4% F43" .94,e.l. 3: ; y
- W.'esi 4 - . -
( _ an a%>.. A .4M W
~ .dni A*4 .:4<#
l P
- JACK THRUST EQUAL SHEAR LOAD ON INSERT. .
JACK THRUST (L8S) = GAUGE PRESSURE (P.S.I.) TIMES . 'J. 2 5""
- j. JACK:- EQUIPMENT NUPSER 8CN 404 PRESSURE GNJGE: M&TE NUM8ER /82/ DUE DATE: 9 'M ##3
/ #
'0IAL GAUGE: M&TE NUMBER 8099- t DUE DATE: #4 N #.7 PERFORMED BY: WITNESSED BY:
(. ~ l
) 6.'.k d' b 4'
]# 2 %-S] YMkN AG 3s.22_ ff
. DATE QA REPRESENTATIVE ~ DATE
,e,- ,---.-,,,-___,_,,,g_ -
-1. ..
. APPEN D/X s .
? RICHMOND 1-1/2-INCH TViE EC-6W INSERTS l
- SHEAR T'dSTS ,
REFERENCE:
CP-EI-13.0-8
.4 a
, SPECIMEN NUMBER: 8 DATE 22 f4**<4 lPJ l ;
80LT SPEC: (4 Jo AW -W/ SHIM PL. 7 W/0 SHIM PL. !
.. DEFLECTION GAUGE JACK *
(IN.) PRESSURE THRUST NOTES - FAILURE MODE ,
- *(P.S.I.) (LBS). - !
Ad29 4c0 f300 l
./9e 8e /46m *
- .34 7 / Zee /ON _
.4*e4 & eo 21. Coe
.4r7 2cw Et, r"
. ra c, 4e
- Jt, de
./., / 8 2 eda JlC /de 4fB .72w +/je
- . 744r 34 ** +7, 7e
. f/r 4MC '
f], 0N , 8'/o 49CC 543k S $ a d:ers A i .( .992, 49ec 43fnw fl y ,Q -(9f, ( dfg ,M,4 L. _ L .af(,s. 5, *W & w_ .dk/m &
&: ,?
1 t
~
- l}
\< .
- l. -
L
- JACK THRUST EQUAL SPEAR L0AD ON INSERT.
/ 7 , /. f JACKTHRUST(LBS)=GAUGEPRESSURE(P.S.I.) TIMES JACK: EQUIPMENT NUMBER #CN 40/o PRESSURE GAUGE: M&TE NUMBER //// DUE DATE: 9 Ju , Er
/ ,
DIAL GAUGE: M&TE NUMBER 24944 DUE DATE:
-20,lu . _
/7
- PERFORMED BY: WITNESSED BY:
}. 8.YW 3 - 2 2 -JLT f4&%:!mOc21.Sz-p DATE QA REPRESENTATIVE DATE
.~ .
AppfMO/)r Z RICHMOND 1-1/2-INCH TYPE EC-6W INSERTS SHEAR TESTS (; .
REFERENCE:
CP-EI-13.0-8 ,
\
, SPECIMEN NUMBER: 9 DATE 22 Wa*d #7 -
BOLT SPEC: J4 -34 M W/ SHIM PL. [ W/0 SHIM PL. l l DEFLECTION GAUGE JACK * (IN.) PRESSURE THRUST NOTES - FAILURE M)DE (P.S.I.) (L85). 1
,027 teo .C J N a03/ 100 /0, M .
./2 n n ov /S,9"
, .I79. m eo 2/, doo
.2.25 2c cn 24,JN
< 2. & C. .J ven 3/, $d
- <3VO 2700 JZ/* i aYVo sacc #U"
< 5'1 & 3c-e o st7, 20*
.6o V yooo S.R.mo
' a L. 9 .I '/Voo SB,3m N - ,, V 2. / 4900 G.T GM i sta 41626 _ w nw n .d'e 6t*- . 9:d -
& of /--l!s .sc M ' '
M &db, s
- JACK THRUST EQUAL SHEAR' LOAD ON INSERT .
JACK THRUST (L85) = GAUGE PRESSURE (P.S.I.) TIMES /J. 27 JACK: EQUIPMENT NUMBER A* cN dod PRESSURE GAUGE: M&TE NUMBER /#d/ DUE DATE: 9b t'7 , DIAL GAUGE: M&TE NUMBER EdfV DUE DATE: El 4,.. '1
/
/
WITNESSED BY: { ' PERFORMED BY:
'04. feRV Z21c (gs%r:r-=
n- e r e-,--,,--,,- ..e-,n--,-,.--nn,,.,,,,-,,.,.-,,,,-e-,w,,,,-,,w,,~.--.~,-w --.----.-,,,we_,,-._..,---.,...--.-n--n_.-,,.,,_n_.,-,am--n,- , , -
g O
- O O
e a e Q L. $ e 0 8 . APPENDIX 3 LOAD-DEFLECTION CURVES ( 6 e (~ i . I r { L
. . . . . . . . ~.:k .
1
-l
.~** .?
t. l i 'l 4 o 01 0.2 0.3 0. 4 0.5 0.6 0.7 0.8 0.9 /.o 1
! /0C e ,@ \ '
** / O (s) !
/, _
/ '
7 . -y f__ l
- 80 , -
-;.P i
f s f f
/
/ s /s .s #
I s 0
,'*r -
y II A
, l
, _ , / _ , - _,
g - Q s' ',.
,= '
j j gg I
.* A
,, ;Qrf 39 f ,.-
s- -
/
s t
/
l ) ,a /?
- 44 pr ',.
.- /-:/
/
, j / .
l k .1 '. / / '/
- 1 l $.40 ?.,/ r
! l I
l '/
/, J
. , LEGEND N "
i , f
/ .'
l ,
.. Ws'
*. /
.- A-490BoH,
---- A-490 bon,W%l/*Jhimf /**3Mn /
- jo .' _- s - - OA-36 Rod, W/ /~aMn #
-
- .-. ~~
~. -
O Specimen Number 0 l l
- o 0.1 c.2 0. 3 0.4 o. S 0. 6 0. 7 0.8 o.9 4o DEFL E C7*/ ON ~
/ N C H E*3 L
\ . % i CURVES
- f.OAD - DEFLECT /ON ..
~ '
i I k
, : .T. .'-*. . . ^ ll:.T. : :,:.T ' . :' :.:~ ~ ^ ~= " ' t,.'~.;;'"'~ " ^ ^" ^ ^ " - -u y .. - -_ ..
l Ni I 4 .% .f' 1- 2 l y g, As', i I1:.h - ;.: g. .
=--
1: 1, 0 z r.
.. m. .. J ,. i - .
= ==
2
- s. . j 1.>
- ge ..I) 1 tga .
L. ib=i 1i, {i,3 a=.T i P i.g[h.,..hg@3*py}h=: 9 '
- (, a i" ? s'dMN :- :
a: -n4 yn s.y u .p
- . e.;,d-w= .: - -
p
=t; :
pr h ;# .;i t. s de.= . cyg ..
")Ts -
t r4 ,i.
. c h -
-2 4a:.
t.u..y.. _, P.a %u# sua.t. I,
, .L_ .=:s 3 ,. p.
E1 G t n 1 f L oO i? m.
- . . s s - i
. ,o 3
.e z, 1 .-
, -s ==
EwN s y L!.r'n,,.i . y c -- y. c- ,, p e - i 2
, m, a y :q,,,, . 1-4 p t
- ~- . -. 4 I w, ,
t l-
- h. 0 ul
- l J af T e 1 w,: I-ur + ..,, aj , ,
u i e s [F7
~? y :
6 l l 5i t : : $ ' r [ jfw. m
. g i...! .
,a
; i
; ; 3
( - tf '. .V. Y ' i 5 3 r, n .. . g g ni agr, ib:
- ; .. .- 9-r.-
9. i e,! !
~
.4 I
. g' i 4 E' l
.e ; ; <
-l .
,y,, j !.- -. -
opl , "g j; i et i , x i j . . a
-s 3
u
- t-sg,b.I,-{J s 3. :
7.d M
-O- .g y:
a 'j
@a i ' .f...
y q J.. h" t ,i l ,
~
- ,, e l
a: .? l I 4 o' .
.I 5
,/
2 t ' ::, i t
!l:I'E i! ll';l';llj[i
. ! L.. 3 d.L i - -
i
$ :::x:m q :o.t#
5 ._.._._......_.2.
._ :a _ r.;i it'... i:i..n : ii (ti i
) .. 3. 4. . ...n. p, ..u..
- 9. .g.._v ,.......
y mp..g.a..g. ( t 4., -s- n, i
- . .. , , , - - a g .. , . . .. ._ =
- -- L .. -
---,..---m.,_..,,,,,__,---ew e s- - , . ,me.--....,-,.,-,,,s-,---.--,--,,--.- ,.,,--,-w.,. -..,- -
_-. ,-y.-..-,,.._w.. __,.-,,,_-_-.-_,,-,-----e-_
l
i 4
' j[dj g
- i. -
I I l 81,1%, m -
- (' / l q.7. -h )1,,i
)hj MlflO $ c.
9 m 1
; $ I .)g ;
e .i g,pJmg#. e
. . . r E
!$l "i __ g
,6
,)4 1
! ., g
)o.
i .t.6 .n .. *- tt. w .1'.. m
- 3. l, - 6 j
mi i
- lp, fi; i,g .iaa.iC.M- %@ e. m ,
r4Th i L a I ' -
.t I e
ii i i 2q!pt'r lit,th-hp .$.3:cm$t sg!t%(J di I
;,.E g };
U
'[fjQ ?fF g g 0
g a ! c 1 1 ] g.,,,;s m, b.i., .w+ m.a'w%. .E m s L$ : .,
, , , ; e
;l j * *
.is ' b b
- b } I < f/ 7 a
i f {g. ,H: Ms4 g ! i :t g.If;t I;
- r .
3 -I M ' FWt u,_) p.,.y c - o . i , i ,,. s . .<. A a
.'.ps e
' * * ~ ~ I
' i, b l .p h w~v ::re_
s I T.l}tl .~ . _ _ l ,, i i j
@ L ty =
( u i l I . 4 E ~ 3 1 4 x I
- l 3* l j,j -
N( s_. - g; j i '
;ed Nm s A ~#[ ,l a @ f ! .i
) * ;
i is ; %p , t : i--- 4
,t i .'.'
.n t i k. 3 3
,3 gw I
i (;
.g
_i { . g ji S h 1 kN,
<l
- ! ji 2 .
I= . $$4 x, ' j'l+i--4 i[]
~
06 p
..c j dj .
j jI: s ( }3 ;g a.: .) t" (Wem gi ~ I
,i =
g i.)! 11- ,
%s n
- i
$ .e,*"-. q hjl T I;
[l g *
! L.E.
E; 5 g_ d' 0' d r i! l;: O,g #T < , h U1 * . E t o h1 a t i
" E J !g! l- $ h # -
h 1 *
- >; . 1
.__,[ f f.
ut
- I ,.$ ) :p s : I
; . il:i ';
E: I r 2 % i'y ' i t 86 'd d N h {i j . t L j i
- A N 9 N. Li f al
}
l j. f;
.- ;t
- ta i I,. j s4
. . . ' H:i ,A, .6 6.
% /JO g y.
{ T1
~h
- J. "l ,- -
].
.d- 1 y g
W.] 'T]I - <e h;.9 i lg3 4 . # i f e ,
^
) 'l}
. { ,
- lJ ,
l. 1 1 ,, )t , p = ; I j ! iL iiL: O ! O.j. j;h ls !! !! !! ! lii! g
- l: 1: " : H.: i c, g 1 2
;j. ..
~--
k; ; k
- f ii kt l
g
-. _ $.....i; . Jj. '
..;1... ..',I .p .._.if ._ 9 _... 11,11: 4
... :n.. ..y ...p. . j. . . d .. _ . y . . . +;.. .!I. _ .. ..
],gg g
,m 3
g} 1 i di I:
- l. e
;, I hjg
' o e.p* .pe W TF '
.;, . w,,.r aa.s,e - .,m, - , sr
>. - . . .q , ,
,, . .m . . . . . - - - -
. . . - - - _ . ~ . _ - . , , _ . . - - - - - - _ - - . - - , _ -
. ... - ;. :L.
a4:_:_ -:..... ,.....a,~.c_
. . . ~ . . . - - . .
- e. ,. o-
.i :
-(_.t ATmOHNr B TEST REPORT-SHEAR AND TENSION LOADING 0F RICHMOND INSERTS 1 1/2-INCH TYPE EC-6W
- 1-INCH TYPE EC-2W APRIL 19, 1984
'(
l l Prepared by -- Approved by l, L A * // YW
- 5.K McBee
'R.M. Ki ssingerJ P.E.
Civil Engineer Project Civil Engineer ( l
=---- - - + -
. .. v = . . . . . . . . . . . . ~ _
i, * ** lt y
- k. TABLE OF CONTENTS
1.0 REFERENCES
~
2.0 GENERAL 2.1 DEFINITIONS 2.2 PURPOSE AND SCCPE 2.3 RESPONSIBILITY 2.4 TEST APPARATUS 2.4.1 EMBEDMENTS 2.4.2 SHEAR TEST APPARATUS
~
2.4.3 TENSION TEST APPARATUS 2.4.4 COMBINED SHEAR AND TENSION TEST APPARATUS ( 3.0 TEST PROCEDURE 4.0 RESULTS 4.1 1 1/2-INCH RICHMOND INSERTS 4.1.1 SHEAR TESTS
- 4.1.2 TENSION TESTS .
f .., , 4.1.3 COMBINED SHEAR AND TENSION TESTS f 4.2 1-INCH RICHMOND INSERTS 4.2.1 SHEAR TESTS 4.2.2 TENSION TESTS . 4.2.3 COMBINED SHEAR AND TENSION TESTS
5.0 CONCLUSION
S t (. i i i
S t.
- k. .
TABLE OF CONTENTS (Cont.) , 6.0 APPENDICES APPENDIX 1 - DRAWING NO. FSC-00464 SHT. 1, 2 & 3
-APPENDIX 2 - CONCRETE COMPRESSIVE TEST REPORT TEST DATA SHEETS APPENDIX 3 - LOAD-DEFLECTION CURVES APPENDIX 4 - PICTURES OF ACTUAL TEST APPARATUS
( 9 4 l l C
- . - - . . . . . , , . - - - - < , - - - - - - - , - - - - - - . . - , ~ , - - - - - , ~ , , . . , . , . . - . , ~ ,
~ ~ ~ ~ , .' ;;' ____.; . . . . . .. .. . - - . . . + .a.
- 1. ,
TEST REPORT 1 L . SHEAR AND TENSION LOADING ~ t
, 0F RICHMOND INSERTS 1 1/2-INCH TYPE EC-6W
- MD l'-INCH TYPE EC-2W
1.0 REFERENCES
A CP-EP-13.0 Test Control B CP-EI-13.0-13 1 1/2" and 1" Richmond Insert Shear and Tension Tests 2.0 GENERAL ( 2.1 DEFINITIONS Ulimate Load - The load applied to the specimen which caused a physical rupture of the specimen. Failure Load - The load applied to the specimen beyond which, deflections increased considerably without substantial increase in the applied load. 2.2 PURPOSE AND SCOPE These tests were performed to detennine the characteristics of 1 1/2-Inch Type EC-6W and 1-Inch Type EC-2W Richmond Inserts
. when installed in concrete representative of that used in the
- power block structures at CPSES. The test specimens were sub-jected to shear, tension, and combined shear and tension loadings.
The strength, deflections, and type of deformations produced by these loadings were the qualities to be determined. ( O
e _ . . . . g._-.m._.. ...__ ._ w
. _.l
~
.I . . 2.
'I 2.3 RESPONSIBILITY The tests were performed under the direction of the CP Project
-(' Civil Engineer. Witnesses to the tests were: A TUGC0 site Quality Assurance representative and other site engineering personnel. ,
2.4 TEST APPARATUS 2.4.1 CONCRETE SLAB & EMBEDMENTS The arrangement and details of the test apparatus are shown on Drawing No. FSC-00464, Sheet 1, 2 and 3, which are included .
. in Appendix 1 to this report. (Note that only MK C-14, C-15, C-16 and Assembly 'D' on Sheet 1 were used in this test.)
The insert specimens tested were taken at random from the Constructor's stcck on site and therefore, were representative of those installed in the plant structures. They were placed in a concrete slab cast specifically for these tests and which was composed of materials and reinforcement similar to those elements of the plant buildings. The concrete used was based on having a minimum design strength of 4000 pounds per square inch at 28 days. The laboratory test report on the concrete of which this slab is composed is included here in Appendix gl,, pp gfry
'e 2.4.2 SHEAR TEST APPARATUS U
An apparatus for applying shear loads to the specimens was
. designed and built on site. This facility employed a 60-ton capacity, manually operated hydraulic ram whose thrust against a cross head was transmitted by tension rods to a 11/2-inch thick shear plate bolted to the insert specimen. The base
- i. reaction of the jack was transmitted through a structural steel
( " bridge" to the outer face of the concrete test slab. This arrangement, as shown in Appendix 1, provided a horizental shear load on the vertically positioned insert without pro-ducing secondary or reactive concrete stresses in the vicinity of the specimen. Ram thrust was determined by multiplying the fluid pressure (PSI), as indicated by a calibrated gauge on the pump, by a number equal to the ram piston area in souare inches. Deflections were measured by a calibrated dial indi-cator mounted on a remotely anchored bracket and with its spring loaded probe in contact with a lug welded to the shear plate directly behind the bolt head or threaded rod. ( wg- re.------,ww-- mv, tww,w-wwe-e-e----w*w'twepw*-'w--w--w w w w s,,ev&w ww-w -* u w w e w wwveg-
~
i
'; 3. .
1, k- 2.4.3 TENSION TEST APPARATUS i- An apparatus for applying tension loads to the specimens was also
, designed and built on site. This facility employed a 60-ton, -
4 capacity, manually operated hydraulic ram which serves as an end loading on a built-up steel beam. The other end of the beam was bearing against a well-supoorted round bar which served as a fulcrum and provided the other end reaction of the beam when . the jack was operated to load the specimen. A threaded rod protruded through the beam at mid-span, through a nut and bearing plate on the beam with the opposite and threaded into the Rich-mond Insert. This arrangement caused the load on the rod to be equal to twice the force applied to the jack. Location of the base plates for the reactions of the beam provided clearance " - from the insert of at least 4 times the overall insert height; - i.e., at least 391/2 inches .for the 11/2 inch inserts and 23 inches for the 1 inch inserts. Ram thrust was detemined by miltiplying the fluid pressure (PSI), as indicated by a calibrated gauge on the pump, by a number equal to the ram piston area in square inches. Deflections were measured by a calibrated dial indicator mounted on a remotely anchored bracket and with its spring loaded probe in contact with a bracket which was securely clamped to the nut on the threaded rod, as shown in the sketch below. (- ... w T ws R.o OEMT M31 BeacoT ! i i
= w c cm m., %m., = l d 1.... M. . .. .j sl r .
[*l[ 7g.c qp hh'() ( e------w-
w w : . -.... u ... - .: .~: . - u G L. a ; .. . - . ; .: .m:-- ~ ~. . ..; '. .;~ ^
. e 4.
i $ i * . i b 2.4.4 COMBINED SHEAR AND TENSION TEST The apparatus for the combined shear and tension test utilized
, the same equipment as that used on the individual shear and ,
tension tests. For the shear portion, the equipment was set up identically to the individual shear test. For the tension
-- portion, the equipment was arranged in a slightly different fa'shion. The hydraulic ram was not placed under the end of the beam, but instead, en the center of the beam on too. The i ram thrust was applied directly to the threaded rod, which !
passed through the center of the ram, by means of a plate which was placed on top of the ram. The base reaction was resisted by the tension beam, loading which was supported by two wide flange stands at sufficient distance-from the insert so as not to induce secondary or reactive concrete stresses in the vicinity of the specimen. This arrangement caused the load on the rod to be equal to the ram thrust. Both rams (one applying tension and one applying shear) were operated by a j single hand pump with a calibrated pressure gauge. In this fashion, the shear and tension loads applied to the test specimen would be equal at all times. 3.0 TEST PROCEDURE l. In performance of all of the tests, inserts were cleaned of 7
\ concrete mortar and other trash that would affect bolt thread engagement. A new bolt (A-490) or threaded rod (SA-193 Grade B7) was used for each insert. The fasteners were all tightened
" snug tight". The application of all loads was applied by the ram by operation of the manual hydraulic pump. As the load increased from zero (0), indications of fluid pressure (later converted to load) and simultaneous bolt head deflection were read at regular intervals. These intervals were at 400 PSI on the pressure gauge, corresponding to 5300 pounds thrust with the exception of the direct tension tests. On the direct tension test, these intervals were at 200 PSI on the pressure ,
gauge, which also corresponded to 5300 pounds thrust on the specimen due to the configuration used. The load as indicated by these gauge pressures was maintained as constant as possible for a period of two (2) minutes. At the end of this time period, the deflection was again observed and noted. Load application on each specimen was carried out until ultimate failure of the specimen occured (except specimen no. 1, which was tested in shear). At this point, observations were made of the condition of the specimens and the failure mode. l (
___ s il, !
.; 5.
1 !
- '- l 3 (, 4.0 RESULT $
I [ 4.1 1 1/2-INCH RICHMOND INSERTS
'4.1.1 SHEAR TESTS As can be seen on the test data sheets, the ultimate load applied to the specimens ranged fa 90,100 lbs, to 106.000 lbs.. The i failure loads ranged from 84,800 lbs. to 106.000 lbs.. All bolts !
shearedfailure ultimate abruptly)(except
, with minorspecimen spalling of#1;thetest was halted concrete on the prior to
- compression side of the Richmond Insert. All five (5) specimens were utilizing A- O bolts. -
SPECIMEN NO. ULTIMATE LOAD (1bs) FAILURE LOAD (lbs) 1 90,100 84,800 2 95.400 90,100 3 95.400 90,100 4 106.000 100,700 5 106.000 106.000 ( Average 98,580 94,340 Using the allowable insert laods given in specification 2323-55-30 for 11/2-inch Richmond Inserts, the factor of safety is determined. Allowable Shear = 27.0 k Factor of Safety (F.S.) = A beLd. I SPECIMEN NO.'s AVERAGE FAILURE LOAD (k) FACTOR OF SAFETY 1 thru 5 94.34 h = 3.49 (
- l. . . .. .-
M -2..L a w.... . + . . =--.1.:.: : . .: c,w ...-- : . - - -. . --- . .e,
.L . . . , .
6. ."A . (# , 4.1.2 TENSION TESTS , The ultimate load applied to the tension test specimens ranged
, from 87,650 lbs. to 114,150 lbs.. The failure loads ranged ,from -
- 87,650 lbs. to 108,850 lbs.. The failure mode for specimens 11 and 12 was by striping the threads between the threaded rod and
., the Richmond Insert. Specimen 13 failed in the Richmond Insert by a failure of the welds between the axial strut rods to the upper threaded coil. Specimens 14 and 15 failed by concrete shear cone failures. All specimens were utilizing SA-193 Grade 57 threaded material.
SPECIMEN NO. ,, ULTIMATE LOAD FAILURE LOAD 11 - 106,200 103,550 12 114,150 108.850 13 114,15'O 108,850 14 87,650 , 87,650 15 100,900 100,900
, Average 104,610 101.960
'( Allowable Tension = 31.3k Factor of Safety (F.S.) = Average Failure Ld.
Design Allowable Ld. SPECIMEN NO.'s AVERAGE FAILURE LOAD (k) FACTOR OF' SAFETY 11 thru 15 101.96 101.96/31.3 = 3.26 i : 4.1.3 COMBINED SHEAR AND TENSION TESTS The shear and tension loads applied to the specimens under this loading condition are equal and the ultimate loads ranged from 60,950 lbs. to 68,900 lbs.. The failure loads ranged from 58,300 lbs. to 67,575 lbs.. Specimens 6 through 9 failed by an abrupt shearing of the threaded rod. There was some deformation of the rod in bending at the shear zone (ranging for 20' to 45' bend). Upper insert washer moved from 1/2 inch to 3/4 inch with some concrete spalling on the compression side of the insert. Spec-imen 10 failed by striping the threads between the threaded rod and the insert. This failure lifted the upper insert washer from the struts, but the insert remained in place. , 4 4 4
,~,-.,,v-.., , , - - - , . , - . , . -----,,m m,-,.,--,v...,_-m,,
w ,
. g . . .
.- . r-a s -
l 7.
, k. - SPECIMEN N02 ULTIMATE L0AD (1bs) FAILURE LOAD (1bs) 6 68,900 67,575 ,
7 67,575 67,575
,, 8 J60,950 58,300 9- 61,613 61,613 10 64,925 62,275 Average 64,793 63.468 Allowable Tension = 31.3k Allowable Shear = 27.0k Factor of Safety (F.S.)
(Average Failure TensionDesign Allowable Tension x F.5.)4/3 ,(Av SPECIMEN N0's. FACTOR OF SAFETY AVE I E OA (k) 63.47 63.47 6 thru 10 63.47 (31.3xF.5.)4/3,(27.0xF.5.)4;
=1.0 F.S. = 3.68 4.2 1-INCH RICMOND INSERTS i
4.2.1 SHEAR TESTS l From the test data sheets, the ultimate load applied to the specimens ranged from 39,750 lbs. to 50,350 lbs.. The failure loads ranged from 37,100 lbs. to 42,400 lbs.. Specimens 16 thru 19 failed by shear failure of the A-490 bolt. The top portion of the inserts deflected from 1/8 inch to 7/8 inch with some spalling on the compression side of the insert. Specimen 16 showed some rotation of the top of the insert. Specimen 17 and 18 showed no apparent sign of rotation. Specimen 19 failed by breaking the weld between the upper coil and the struts. The l' bolt then failed in bending after rotating with the upper portion l of the coil. Specimen 20 failed by crushing the concrete on the i compression side of the insert. The insert then rotated intact and the bolt ultimately failed in bending. l (
a . .. 2 :. w. '.. a .. ..ua.. .. , ;. m a ..i .: , . ....a..
- . .. . ,. .- n..=
4 8. i i ULTIMATE LOAD (1bs) FAILURE LOAD (1b's) ( SPECIMEN NO. 42,400 16 ,46,375 ,
, 17 43,050 37.100 18 50,350 42,400 19 46,375 42,400 20 39,750 37.100 Average 45,182 40,280 Allowable Shear = 11.5k Factor of Safety (F.S.) = Average Failure Ld.
Design Allowable Ld. SPECIMEN N0's. Average Failure load (k) Factor of Safety 16 thru 20 40.28 40.28/11.5 = 3.50 4.2.2 TENSION TESTS - The ultimate load applied to the specimens ranged from 41,270 lbs. ( to 43,920 lbs.. The failure foads ranged from 39,950 lbs. to 43,920 lbs.. Specimens 26, 28 and 29 failed by concrete shear i cone failure. Specimens 27 and 30 failed by Richmond Insert fail-ure. The inserts failed by a failure of the welds between the struts and the lower coil. There was some surface spalling assoc-t lated with these failures. l SPECIMEN NO. ULTIMATE LOAD (1bs) FAILURE LOAD (1bs) l 26 42,600 42,600 i 27 43,920 43,920 , 28 42,600 39,950 l . 29 42,600 39,950 30 41,270 39,950 Average 42,598 41,276 l l
- . i . .
(-
~
9. g , Allowable Tension = 11.5k .
#- Factor of Safety (F.S.) = Average Failure Ld.
Design Allowable Ld. o SPECIMEN N0's. AVERAGE FAILURE LOAD (k) FACTOR OF SAFETY
.. 26 thru 30 41.276 41.276/11.5 = 3.59 I 4.2.3 COM8INED SHEAR AND TENSION TESTS The shear and tension loads applied to the' specimens under this loading condition are equal and the ultimate loads ranged from 27,825 lbs. to 30,475 lbs.. The failure loads ranged from 27,825 to 29,150 lbs.. Specimens 21 thru 25 failed abruptly due to shear failure of the threaded rod. All inserts remained intact with only surface spalling of the concrete.
SPECIMEN MO. ULTIMATE LOAD (1bs) FAILURE LOAD (1bs) r 21 27.825 27.825 22 29,150 - 29,150 23 30.475 29.150 29,150 27,825 ( 24 25 28,487 27,825 Average 29,017 28,355 . Allowable Tension = 11.5k Allowable Shear = 11.5 k FactorofSafety(F.S.) (Average Failure TensionDesign Allowable Tension x F.5.)4/3, (Av SPECIMEN N0's FA GOR & SA W AVE I E 0A (k) 28.36 28.36 4/3 21 thru 25 28,355 (11.5 x F.5.)4/3*11.5 x F.5.
=1.0 F.S. = 4.15 C
-_. ~ _ ._ ._. _. _ _ _ . _ . __. _ _ _ _ _ _ -- _ - _ -._. _ _ _ , . _ _ _ _ _ _ _ . _ _
m.. ._ _ . ._.., _. ._ _ ___ _ _ _ . , , _ , , , _ _ w . , .. _.7.,--
...... _ .. 3. m _ .
10.
. ., 1
5.0 CONCLUSION
S I. These test results show that the performance capabilities of the 1 1/2-inch-type EC-6W and the 1-inch type EC-2W Richmond Inserts in shear, tension and combined shear and tension exceed , the design allowable by a ratio ~ of more than 3 to 1. These conclusions are valid for the design allowables shown in Spec-ification 2323-55-30, based on a spacing of the Richmond Inserts such that a full shear- cone can develop. Based on this test, the des'ign allowables' for shear, tension and combined sht.ar and tension are accepcabla for use without further investigation or additional.calculati6ns. Richmond's ~ recomendation of a minimum safety factor of 3 has been complied with. - l (
'O
, - . , - - . , - , - . , - . , , - , , - - ., ,.y,. .,,.,- - _ , , , - - -.#,.---- _ - - - -._ , - .--n. ..w,,-.--.,w--,,,,,,,r-.,--.,,...--....,.%- - , , , ,
_ .i . i -w., -.x
. .u:w:. :.a. . . . . . . .... _ . .
. t-3 . f
~.
APPENDIX 1 DRAWING NO. FSC-00464 SHT. 1, 2 & 3 (
- G 9 O
e G 4 9* * *
,,,9
g -m .. . . _. .. f 4 . . m Eiid i 4 9 't 4.
't h- S::S' k j i i i i. f -
r r 3+s , l 1*t e t $::i. , I si : 1 dala )g (> t 1);g/ j ! l
-1 I .4 -
qs .-
'l}e . (. i-
- = ==
Jwij Ig,in.q h.p:k:pM e u ' w a .f ,
'
- g I .1 i
=
p 1 h IfJ. 3:.m, i [:hh:[k 5 = . . - J
*l
.1
@g =hl} ~",,
.h~$
.ani l
*- i S:::
E :!g E! g - 1 ,
..,. m .
+ -
- . g I .! ,iC5 1
l 4 a
! Ji t- ;
d{M d!!Mk dIh]c. d ' @4y !l.! '
~
' l; 5
.]
El i b, , p .._i(g ,
&=s. m m-
=-
- miLM= :
e a Ii p t j l t 5 :- I ., k
& > >ne!
6
,$, ll . .
-r. I
-see n- y I
.s:
1 F4
- lf s dp .a .
i{ ! ,pi.l 1 , . ,
- . l
- g. g
@,n,g s u$ "f i
~
U Og < 3 IM- _.I. h%re,'yj.j hi-i l rr [4 p i fGd8 !
~
jyldf [, '-$ ;* -. ,
~
ii ! , I J g' 1 (.-1L ; Ly0 lgc I
.y w? e i g f- , -
s .
- i. .
__jft__ . 'ti!
~
T~ l- j ji A.1 3Jh (l'h[ M (
~
a !#{@'[1g g'.!iI.31-3.i jy .t'. d, j l
^
! .: y
- m
- : n s #[
i p,t ; : 3;
+"
s
- y:
l - 1 1 g- 3 , .. te 1 -
! !. 1 . ,. t . .
j! J.8
- d. p,F "9,1 i
4 l s :i
.i i t.
N I t 9,; . b l1 ' i-), 1 %
]i is 3I %
I, i n E- ' 4. 6 -1 1-- '.1 - J' 'r 66
.= > ..,J.,., ly .... +
, l.
i c ra-- -t a
)
I
.0 i
},u;r 8 :E 5 LI
; T- s ij !!
ji*
!,." ii i:
i: j! jL I!i ! h, E u
's
. l*! . .
I
-Q 'd Ql; ':
j e.g :::::;2 *)
));ij 1
- j.. ' p ll5 it ii.
1 : h.g. >J.h kli:: fi _-. ... _:.;.. .. ..:... g . ..;i.. .. . p .d . ... p .. .. . .
. .l ,
- ....... .n.. .e ..... . . 3 .g , ; .c i :
k JIl lll .
- t t
. . . , ,- 4
.- yc- .e -
1: { * ,p.e, ( \ b 1 J j j j j k k b q q k b b b 4 9 a
- .. . ' .*"** ? . ..:.. '
?.- .,.".y,----.
*', ~~ . ~ ~ C T
-. . . _ ,~ , , , 4 . Y' j
~
q.. .:. J4ff.T ' [ . . i, 6
- l 9 ; . q q g
. . .:.: et'
*W- f.
;; ; ,1 .. .. .: 1 .A L1 ' '* f ~. . t . . . . t .
. h .jhi sm &. k,_,_,-- . ,,
L ti,3 ( 1 eK c.e;;.:- 3 m:e .i: I
=r q m {yl I;,1g g ,, ,
w g r
.j[__g l
E.m.- . 7 ,- , j f gj
- o. M .:. '(.
. 8
{ t.,; f
}, ] [.w - h:mI.ME
. w -
m ,
=
g g,,1 i
- i. ipa .
) ;p t -o
't g j j n; g H 3-.-,- o .
p f, pk- l p + >> > >>d l ig - s r !n
] t e
t
~
i u ( u j jE 4 , 3,e ! Ga 4c 5!
- 4 -
i n t~ ! . .r : &q- %-r ::
., Q % '
s J g p p v i
=
@d.h 3
i' q 3 I* I* t: I d> .j f
* 'r '
! j 6 gild *I J$ ]r.
=~ - = ! .;- y i -
A . . .,. )
.o. .h ,.y 4 h,.,
+f.9 1 ,
...~
r i -- --
.. q l ! O a ni si l
M
;-[tif nil g, 9' a- r-a 5 -[ : :
D ,Oh j n ig di md l t . e . lb H.-- 4 J t j 5.t'_ - a il P'd! [l*
- t. i,g 4 , ,.
1 i i .,MJ i l0I
& p
'j ;;zgg_
'5 i ~q, ,
.t
,i r y b & -. t m 1(
IE :,i8EEh!6 i [W97I k.-g I i 15
- t;%,, a
._ _J I j 4 -! [
) 4q7 "y
itumw o (: !!f . jr; l~g! h . i .1 i . v . I i I f- 5f'l == lh;; w - b g
] h ![
.a g -
l: l 6 g
._- = ,
g'a % ,. g . r , h. i e g
-[, .jd!'['
~
=4:t, 7+ , -
-g
[_33
. - 1 m ai "
i Sg 1;: .ry l '
)- 4
) .
gl ,,l
~
Mi a: ,
- 5 J,
gj M, ,cce._a i I, c.= g ! b++ w! i I v i, r m C-* ! 3:r *!a t s,
- b.r, ( j q .
j y-
' Y' i
is :$iE ~ ~ - =**
..._ww.,-d L he
-e..
.a t
[:u}t - I
= w y a
'}-__n ],! j-
, u Rsr :.JL_ I . . 9 "'" ; <*r ,
w
't i
.ie i
, yW }ja
-a-._ - --
i -* 3 ,. ,
- e g p
. - it o
i, n. fi
< p; l:4; :t -
i +r L -:::.w y iI _.lol lla
~
1:;p m: by i' h-m- id m' : 4 .t 71. m -- e
! ,G I :'7 sh.:7a'5 ji.[4 R r =f ; = ~~:F"F r' E ;F FH~-+ F<FD' < -i :
; i siii? 3)s
.,5 ./-
r.=m -..g .A. w , :.' :.? si-i l $ , (- ; Y ~ ~~ *:.; .
. . I,r-m.1'^
T~C i at. I - i 6 6 i i 4 4 4 4 .
.g q s. k b b . k l 4 9 -
; -.). A...:. - + -
n .. . . w ..
- - , . .g,_e, _ , - - _ - . . ,,.__,,..,,7_,.,-.,,,m,_y. . , . , _ __y .__m_,_ _ , _ , . , _ , , . , , _ _ , , , , , _ - . , - , . ,,.%__,,,,,,.-,,_,-..y,%___.,_,.,,,__,-_,,,.__.,_,__y,,_,.,y, , . . , . . _ _ , . _
.. ,...j:,: ~ .. . :.a- . . . _ :. . : . :a . .. .-:. .:. . . _ i 'g a A *
'! 's a i
i gW
&l; g. "]"
1
~,g, 5:*
i , j rf,s I ^ . i - E g
,Na A ;
i
,1 I
e s i, I* iE d Ii 8' E l W fH - I 1, I ll s g [ I U, e .!. ,., j i i'f S.. l f= I 3 g I a r s u i l 5 . II 1 s 9
.J - .
l hl
- 3 2
=T, hY -
l I i
.I
-- M s i -sH '
e _ ( f % 1 il I i F a N. . I e I
.i
, i ,! ! :1 d I I i, i;*i 2 i_t i.'
. 'a l r -e -\, -
n
! s i-ag. ?-
J 4
? GA.,,r e 1
- l l* }
# - I
(<., ! r 4 l j
' :_,4 s E n
im:. _ 5
- m I'2":
p 'E s
*sm&=J ;
8aJ E 8 i g . lE=: I j W ! 1, _i le . 4. G l
'l il 5
I
- 5 a l I l
ga 4+:%i 1 l Ee3 , 5 l l
. _3. .- .
3 . . _ _ j ? - t g
. I
_f rd i l i
' ' if T iA l g ,i r ^" 4 '^ tj l l Hl E ---}- /
( l l l / ' d.
' . J~. . .!~
g E N =- 4
- 3. 3.
, __ z3
-i lt
- e%
7,
' ' ,.g
' Ji
*e e .e.-
i
. .)
t
- k, .
O O . Oh 6 0 e APPENDIX 2 CONCRETE COMPRESSIVE TEST REPORT l t t l l
- , , ,m - w r--- - , ,w -- r - -- ,,
4.- 7, . j COMANCHE PEAK SES . . . .2 C/?. 3 9 - ce' /
. em,a .o C, nf .0__ MM
.x [*"~lrjy*'f'p2,,'l'// ****** n (* Pv6 t' 4/sek h Ca l= o C a foras eafternettu fvet er cummet W a es7 y Fa sigeFa g,g **** '
' T401 su .7 31 ses 8MC tes) g O tes MW 6m g ,s t d
( *, esta m.C.as.a a ago a00E0 70 70f at ase l, SPECIFite Otpen statng*is 5 nt rects SafDe Ctestet s Cu T0
$' Die I LOS O s.6 o/Ctester o.386 saf:0.a., lei.ias Cu% U\ #4160 ,s. 2./ ..
I saa o x -aft. .Enx am f.E a. == C a. wa 0 w a E t=a-.= at.-stwat 1
- 48. , Ca.4.7 G-H f t , ct ost E +f8 M i As4 W
,. CA sos.Ct si , m. ,a si : ,a.
.0 ,CE C a.
M rit- 75a Top a2. 4.T 2. 7 / Tx/ tra rop 2. fr T~ SasspLt fantu afi fvst F ses.s saTO b TICsET esgL fr2W9 U **'**' **** U '*'* ***'******* PLRniTI $ C.7 0 7g - 80 .taf . ,t - T.s. .a.s. E,.00 . , -
~
I O wn.a O =Lra ~ [.s. Cs=ft o -.2 .Z9-I'/ /sak c/ceaC '//, F 64 r SM. aat Was 106 artCaefts fastm et aptOMOe Cas? F fasst OF essess af use? WT. CU. FT g,,a.fp;e4x/ gc, .Oo -Zsts .S.0 s
**jg" $ ,*,, /iff3&La Capets
/3.2 Tiest saft enas. Lade LM CTN Tvut y CThes00t in g astaaJntO av4. 34. Daft fts?to Ls. sTwoseTw y y guas ma me Iss. Capst0 av ttstt0 2V7sA 7 s wo t-ai:6-S.990 t4.,##'3 A 07,O J-7-F/ .:6eoo C.t0 of, @ Rr;
$ 2</73 B ? WA5 m %Ltt lCO o,.,a 3-7-rY na coo at rc Ut" et G$ .
5 2tl7s C .28 $59 O=c 2.n GL & v102. 3-21-!Y fOceo O. 'n n yr, t.or' / 9k 2'l73 0 ll b' W L.cd1 %7t9 3C D6u1 3-21-fVh'Tc*uo cu
- 0 Vu (b ih W s n al, e
( wse 2r k**-L.x2 2da o c ca 1-2r-tvu . n ue w .
,Aw
~j xt,sr 2.2k-Ta <.,nm 3 . 2w % oe cr. 1-21-e< isa t o oc- in R e
; on /
. tJ f f I anf t a feast staiaA== atmaans 3-I-SY fis- W's CURING CONTROL TEST ACSULTS FOR 20 OAY ORCAst Lasamaf0pf Cust0 CTLissetENSI PitLO CuetO CTLamece
% fW statesTw (ps.sj b 30 #C) StatN6fM (P 8.8 8 f/.;,cr C ,g, y,ygg , g, O*4 I
- 2. mf *(Di e a e U M 5 ~I t 19 8+ 4 0 8 = ICl+4S e
- ssC t t. ts) aeovt eeJ57 N tRMA 70 08 GmEAf te faass 0 $$: OR (21440VC s(te mof EsCEED Twt Ot s*Sas s tatm4f es av aseet fwase 300 P5e tytm issouew fut 0.88 CA47tasoss as m07 aart esCpoesttes en Catist al es0 M * *<l I2 b*
ar'1 kf *tt m 7 Dat peg a df**# MCate 97 ( Cons *#tssa0es asaCweset no Ca**me ma.s =0 __ t ' " 2' 'i i r3 _ ,,,,,,,,g,,,,,, d sc
, , , , , , , , M __
RE ar F e.fb aus f a t P ahansr es ?1 e nF Appe ,P mm. et inCO i .'
- - Nhe tow n'
6- ,* r.
......e ...='.' ,,.,,.w..
' . .h. a.4.s :. Lei.b..w . . . ....e...-
.-L?..,.,v.. .%*.. , L ..
W 4
.o APPENDIX 2 TEST DATA SHEETS
( O f
c : q --.:. w _ .== . _ , ,,. _ __
. . . __. .~. ..
a . COMANCHE PEAX SES
$ HEAR TESTS EC-4,W
^ (. RICHMONDd-INCH, TYPE INSERT
Reference:
CP-EI-13.04 /Jp ear. , Bolt Spec: A-+90_ Date: S A1.,. $4/ Specimen Number: / (FNs-/ /nses.r' 6 west end of conc. </ab) : i
- f. ' OEFLECTION (IN.) GAUGE JACK
- PRESSURE THRUST NOTES-FAILURE MODE )
INITIAL l AFTER
- 2-MIN. (P.S.I.) (Lbs.)
fr.co3 I o.ool l f 40o l S300 l
. o2?. l . e],t* I doo /c 600 I i 06o / foe /f fro l
.OGo i
. . 0 74 i , c 77 l /Ces l f/ Zu l I . c ff l feen l 26 &
l .c?f
./// l . /// l 2 400 0 .7/ded l
./]2 l 2 800 J7/C0 l l ./Z2 s l . /As4 i ./fo l 2:oe l 4t 2 4^= '
' . /Go l dd ? l 2 4** l 47700 1
( ./78 l ./8f i done /J 000 l i .19G l . fos i 44a* l Selm I
.IIc i 2JJ l ##88 l WJ doo I i
,2 60 ' F2eo I fe for l i i .2 49
= I .277 i .27 L SGoo l lAt sco I
.JM l .368 i sooo l 79 foo l BoM de' /e'rmea' -
i Ciushine of conce erf= was c
. 3F* i .f29 i Gho l 84t om
- f/o I /./2 r t 4 410 o I 90 /cc l onheios/ faHore. No shcreare l ! l t in /ced wsW1 shcreosca' cirflet-t
' ' l i 1%n. Die nef /ce./ 76 at. Aw6c r -
i : Burn ed off fc//heod',6< re.-re r/. /ne.+ dived fw
. ! ! 4, e n - e ,.. /c, i
- Jack Thrust equal Shear Load on Insert.
- Jack Thrust (Lbs.) = Gauge Pressure (PSI) x /J.Jf J ack: . . . . . . .Ecui pment Number /c# 600 Pressure Gauge: M & TE Nurr.ber #JEs- Due Date: /6 <> Ar i Dial Gauge:......M & TE Number EE949 Oue Date:J'r W. Fy Performed By: Witnessed By:
c U4M Gd afA Date 1os au hw QA Representative'
,J care
+-es+
l l i w ___________2 _ _ _ _ _ _ _ _ _ _ _ _ _ . _ _ _ _ _ _ _ . . _ _ . _ _ _ _ _ . . _ _ _ _ _ _ _ . . _ . _ _ _ _ , . _ _ _ _ _ . . . . - . - _ . _ . . _ _ _ , . _
- i. .-
,, , 3 . M ,4 q , w ,:^ = ~~.7.'.y :=:. 5. :- ,
. ,_ 3: ^. (_ ~ . .: ; _z .
a . . . . .- . j . i l
,- l
$i' ' CDMANCHE PEAK SES SHEAR TESTS ' i [# RICHMDNDd-INCH, TYPE Ec-tW INSERT ,
Reference:
CP-EI-13.0 8F// / ** , 4 Specimen Number: 2 Bolt Spec: A - #47 Date: p M #sr
-.(fed from owtuf ~end) l DEFLECTION (IN.) GAUGE JACK
- PRESSURE THRUST NOTES-FAILURE MDDE INITIAL AFTER 2-MIN. (P.S.I.) (Lbs.)
- r.o o d. I o.eet l 4 ** (Joe i.
. o tt l o z.2 l Boo /o,too l
.o24 i .*2s l /200 l //,990 l
.; .o49 l . off l NN l 2/. 24\0 l l .od? l 06G ! 2*M l 24, fe9 l l 0 10 l . 003 l 24m 0 3/.Joo l
.on i . /c2 l 2/oo 3 7 /** l
. /// ! . /4L / i JZe l 41 400 l
! ./33 i ./42 l J4se l 47790 I (i .er: . iaa l +. l s.r av l ;
- ! ./sol . nz ! cooo l f/soo l i-i .Ec# ; .1/7 ! ### l 6 J. 6do l 237 * .247 I f!m l 44,96 l
.243 i .2 76 i f400 l W,too l
- i 292 l .3/ 4 ; done l 7% foo l i .3JJ l .37e l $9e I ft la i
; . Mo ; .SSS ; S, fe l fo too l
. . 77e l /, // o ; Tam l 9fdoo l/*/t' .rbeared sivvd4. cane,eAe
- l I ' lso2//e/ on comprers An sok dhr..
- i rad am m
.fo n M**dera &w ' u a&I Ar' mes & T'sww. ~
l - I do" **'id? nem ' sn3 Ee h~ :
- Jack Thrust equal Shear Load on Insert.
Jack Thrust (Lbs.) = Gauge Pressure (PSI) x /J./f l' Jack:.......Equipmert Number acAt saa
/" " " 0" g '
Pressure Gauge: M & TE Number -e A. A*fff Due Date: A5 he p, Dial Gauge:......M & TE Number Eyes & Due Date: Ep Mm m 8 *' f'~ f Performed By: Witnessed By: ( Nas4
. $. Y f 43%'l14:.
Date ' w > eprestritative' Date 4~ 4-3f l _...-_,~'.Z.I_._,__,___ _ _ _ _ . - _ __ ___
. ,q._ ~:. (_
3,. . . g.. 5,. _. . g,7y , ...c....g
, , ;.7. . ..m.g.; , ,,..;,,,,,,. ...; _
m ( CDMANCHE PEAK SES l SHEAR TESTS -
-G .
re-aw RICHMOND -INCH, TYPE INSERT Refe-ence: CP-EI-13.0-X / Sped , Specimen Number: :7 Bolt Spec: ,4"* # 4 Date:# s#$// Ar
-~ (39' /r"am We.r/ &ad)
~ DEFLECTION (IN.) GAUGE JACK **
PRESSURE THRUST NOTES-FAILURE MODE INITIAL .AFTER 2-MIN. , (P.S.I.) (Lbs.)
*.ced l .oof l 4 C oo - . . f.roo
. oot l .oez i goo so soo
, o o.1 i .oo3 i /Eso i /s too I i ! .00 6 . 007 i /400 2/ 2 00 l
.o/E 1 .o/s l 2 soo 24#se l 3/ Aloe 4
012 i .o3G l 2400 l l .o49 ! off i Efoe l 77/de l i
.067 i .06 1 l 1260 l 92 4*o i 1 .o 71 l . of 3 l jde l 977m l
.096 i . /07 l We l #1 ** l l
(I~
./24 i ./3/ l "M l ff Ja* I l s . ;' ' l
./ft l 4 800 l 63 Coe l
./74 i ./82 l Stoo I ce too l
. f04 l .2/8 i /4oo l ;W 200 l l .
, .24E l .299 l Gooo l yysoo l
! .213 I .3/f l G4co l 19foo t
.3lGr l 299 ! (2n* l fo /se l
. spo l L/.h l T2co l fideo (Jeff rhea eay ef,uoffa' Conen i
LSadded /"Weno & sh.ti=n' tonerino fo rero des /.s,
- I d /*ouf fon; coan+ e.s.kke rWe. *f ArddL Anser /-
l Weformeo! Med edish. ft,rs:AfL /nse,r# .9eeminar/u shbei **4tre .tNY-
- Jack Thrust equal Shear Load cn Insert.
/" ' '8l'"c/' * #*
Jack Thrust (Lbs.) = Gauge Pressure (PSI) x /S, JS-Jack : . . . . . . . Equi pment Nur.ber Ac# 406 ~") C Due Date:/4 ,#p #9' Pressure Gauge: M & TE Number J Jff Due Date:#f u&a sd
/""#
- Dial Gauge:......M & TE Number #9er def/ec'edab(R.
-Performed By: Wftnessed 8y:
( $b h l hE Date
$fC- QN Representative a -
' Date Y=l'Af-
.Name'
._ c - ____ . ;,. m . .... ,m _. ,
}2G 'i IJ r._ T.:
.s -
~
COMANCHE PEAX SES
?
SHEAR TESTS ' ( ,, MC-dw
' RICHMONDl/ y-INCH, TYPE INSERT Raference: CP-EI-13.0-K // pea'-
Specimen Number: # Bolt Spec: 4 - 4jf0 -Date: # M/M4 h0 fr'c/vs W& Erd) GAUGE JACK *
' DEFLECTION (IN.) THRUST NOTES-FAILURE MODE
' PRESSURE INITIAL AFTER 2-MIN. (P.S.I.) (Lbs.)
I .0003 l .cNs" l 4 00 f300 I
.603 I .oo3 l d\00 /e. 444 I I
i i .o/3 l /200 /J~9N l
.0/2 i .ced * .ets i /600 l Z/ fM l i .02r - ,oJJ l 2000 l 54 f00 l l- .cd7 ; .o48 I 2& .% 6e l i ,da . 039 I t#ao 12 /dr !
e 2,fod l n
- ; .c47 ! 074 i faoo l
' 078 l .ott 34ao 47 rw I
,( .cos i . ora \ fooo il m l
' l e- M 4 . ; ,, a . + v t a- .
./ 9 f -- '
,/a? I ./# f I feo l Id/dv i
.//G 'l ./20 ! 4foo I GJ4M l '
\ ./24 ' ./JJ l Jtemo I 64 fa9 I
./#E i ~ ./ airs i fsoc i pryfoo l
./SC l ./G $ I 6000 i 79,fnp i
- ./79 l ./ 4/ I G4oo I Bf fa !
- E92 ! .3c3 I $8m i 90, /m I
.3/T i 33.2 \ 7200 ! f.r; f M :
. 3Ge l .387 l 7soe l /po,yoo i
/06000
- fot/Jhe.2reddfmflu, Comre/e w
. )b i s 84** -
*W" # ""'
- Jack Thrust equal Shear Load en Insert. #*M #'"# " #"# f"*# *
//,/4" ""A*'**
- Jack Thrust (Lbs.) = Gauge Fressure (PSI) x Jack:....... Equipment Number # c p /.o d en e M
#ffs Due Date: /# ,4:v- N letd Pressure Gauge: M & TE Number Dial Gauge:......M & TE Number tea 9 Due Date: er uen # # fy y, g Witnessed By: "* M
Perfomed By: f4~$$ (' NalW
~$. 4 & $9 Date u, a UA Representative' Date I
p.-. _
.a j CDMANCHE PEAK SES ,
i SHEAR TESTS l 3 '
, N, . RICHMOND -INCH, TYPE INSERT ,
Reference:
~ CP-EI-13.0-K/.ffc4 : Specimen Number: .8" Bolt Spec: 4 - # 90 Date: 4 deer / [F5e (f& Aum M'e.t/ fnd) DE*LECTION (IN.) GAUGE JACK
- PRESSURE THRUST NOTES-FAILURE MODE INITIAL AFTER 2-MIN. (P.S.I.) (Lbs.)
t ec cot I e. no a I 4co I f3M l \
/c doo l
\ 10* i .aor ! Boo l
.o/3 ' . otr t ffoo l // te l
.1 .021" ' .o37 ! /40c l 2/Eo* I
. cry i ,063 ! 2000 l 26 f**
I .o9e i , o 9e/ i 19e o 3/ $no H
. //7 e , /14 l 2800 l ff /Go I i ./fd f ./r*r f 320o 1 42 900 l
.I ./74 ! . /83 l 24aa l 47 7eo l l
i .2o9 l 4*oo l FJ me l N'.20*
.- .t2.2 l .z3g I d4co l ffJte l t l .248 t .261 l 4 600 l 4 4 6a* l l.
.2 74 ; .2 97 1 4*foo 6f, foo l i a J o '7 l 322 i f400 l 9pn zu l I i .334 ! .35 6 l 4000 l 79,fM l >
.370 l .ggy l gHn;oo l gg,fa j i .401 l .fE6 l 6Boe l yo,/co l
."'? 7 I' .+79 l 7?oo l 9f]Ae# I
.fo G l .SPs i ? doe i /M,f** l
. ATr- ! .
/ e** /0fd// .7/smo' abrw!'/y. Cones ek tre/4
. i /./' et Break t /%ep G hed b **24"sar*, 4" MVo
- JackThrustacualShearLokdonInsert. 4; /"# M j,py,[, ~.
~ Jack 3 rust (Lbs.) = Gauge Dressure (PSI) x /22#~
Jack:....... Equipment Number Mc// coe Pressure Gauge: M & TE Number p.tr.5- Due Date: /s der #v h* Dial Gauge:......M & TE Number t ry y Due Date: If vini w
. Performed By: Witnessed By:
f$ AdA & ll, s a && - me f-4-94 c me me m e,,esenta m e t 5
m n (
- s. {t-
- y. .
b I'
. tiplMOE PEAlt 5ts ,
temilite 5estan a fin 5Lau 515 : KC W i. Alcinuend] -lach. Type nsert g
, Refor a: CP-El-ITJer /Jp e M I Specimen Emuhers_ $ [64 A am d ' '
laserted toed Red: 4- /7] Bete:J # Jar # M
>' SIEAR 1EN5tGE i.-
. r- - -
l ;- Eeuge Jack geflectlen Gauge Jack Ilet lasert Deflecilen : 1 Press. Thrust 7]E)~ Press. Thrust Jack Lead ~(lEl- notes - Fallere linde i E-After Thrust After - (PSI) (th. ) Init. 2-Men. (PSI) (th.) (th.) (th.) left. 2-Mla. 5 1 l ! j _f** f.stan o.*o 7 6 eel \ J~ Joe } l o.**/C' O.**M' g y ~
$** /* 4* * .off ,elv } to 4*e l ( .**s~ .aet- k
/2** trr es atL Att- fr t== ( 5 .**!r -. ee't ..l' t s ** z/ 20* _.oot _, osv _}l -
rs 2** \ \ AP_ p o_ l i 2 *** rs s** .oor .orr l acr** \ ~ \ . *.w .ost e e 2for 3/.fae ./46 ./f3 I J/ ony L k_ ,qg .opop l j Joon .tk /** 192 ter 4fe B io* M "4 . oft . o *~* ! Nor +<*** .r3s .ers rzp . t .o de .x>r >
. _Jr** 977** A .300 l 97,7d* \ 5 27/r .*T9 ;
f**O S3.*** . 239 382 l SJ.*** \ ) .oA9 .08 7 ? f LI* . ft,3/3 .9** l $4.3/3 ( ) f 5
" Joe 9et**
ff f71 n!'* 193** .97f .ffy
& }
fife ff,3** I
}
& > .//J" ./J9 E
, KH $ 9 4/.! aff ) . ,9 62F )
**** 6e. pf* .dio l 40 ffo } [
! l* Jock Thrust = Samar lead on lasert. Sheer Apparates: Jack---Egelpment No:n ddw p l
- Jack Ismest (th.) = Geoge Pressere (PSI) s AF./J*for Sheer Leed. Pressere Eeuge-Mait fle: ffCtus Sete:/ e ?
2
- Jack Thrust (th.) = see,e Pressere (PSI) s *//gher feasien Leed. eget semee-M4fE No: Nf_BueSete:g a e ietal ut. er : ie sle toed seen - M LE Tensten APPerstas: Jack-tgelpment as: c **sy- k
** - M u : t m -- - .i -O '!Ni- Pressere Geoge-Mat :Jimaa.eue ester - l
*** lasert tend - eet Jack Thrmt.o.4c JF# # Dial Geoge-MSTE No:,,,_.ggf d BueSete:fddedP I Perfesund By:
,V
[/ Rame 9 -/o - N pote litteessed asy: b M sif-Ierresen a ee Wete
>l
.1 4*
3 - 44 <k . (... . il 44 3 4' t w42 ss ss t( ii li is . s il 22 *
f s 1 4 Bd!J 1 5 1 ,
$a .. !!
t a \ .ks $ 1
- E
.3= a-Ein , -
h h hY 1 .' h t
?
21}h
!! 25. !E$
=
J y, t ag:g.nza 3 4g j = l ! != N . .g j-
. e
.- .,.sid A i 34 F: !Li ! 5
- i-lgb+i s
A . 3 - 1 ( sn ar ( )
= : x ..I s 8. 3 .-
- i.i : _li e. ~~- g _~~ . ~-
.j i a; e i g
l aa y. s :34)- g -~ _ ~~~ _ g-j . _Ip tt . I a, I
**t hi 'O 49 h
.al=; k -
-- _m-w..n
,. n.
~4 w w ..
D :i = 55j%y s 11s r. N. 3Td
.~. - .,
~l _ll' fl~l
,5 l k2 l l
v o .,. i. l sily.] yN .. i?=4 g. Ill.au: j = mi i j- d..< j..s-i. - I. .
.- if .i y 91 : s,g 1 5 ._- -
muI i ---w IIIss -
;;;.a r
( ~ u - * %4 - y 4443D I I5 gf k 111 :i S .
., 4 t
~
. O r ,
! o *. j
'.5.
(WIRIIOE PEAR SE5 ,, CamINER SIIEAft & 1E1851811 TESTS . I s o c-c ssr ,k Alctes.ed/rr-lach. Type lasert i d 1 peterisia: CP-El-l E 9-ts p e# ! Specime lheter; '/ [Fdt deep oogos/ erps/) laserted Lead Red: A -/f J tote: // p at *ser d . l reypee ,1 5IEAR 1(185 1011 g 4 g.. .. ... ., 3.. seege Jack teflectica Gauge Jack Bet lasert Reflectlen
. Press. Tew,est ~'Tle7El- Press. Thrust Jack lead ~~II'Elil-~ l'etes - Feller
- 8'ede Atter Ihrest Aiter
{' ; (PSI) (Lb.) left. 2-Mio. (PSI) _ (Lb.) (th. ) (th.) left. 2-Mio. l roo .r.ru .. o .
--__] s. roe [ ] o. . *. e
, "r
- so *~ .ea r . -* \ <* s** l ) . ..s ..->
. sr tr roo .*aL _.,on \ _trtar } \ .ooe _ aa.
ha tt :~ ..e, .on _f _p ze _ \ l .arr .og,g_ .
- re-* rese , ore r --oc re ( ) .ost ..
1
- g,<. r ^.-fler .7s -- q i g . .
,. Y,$.. .- - 5-a EA
$yse.r--
V*
. k~$1-,$ .
JGee corre .rp _\ go t.m ) ) ,1 91- r ata,.f_ ALAL mm res ea, s iant re.AQ,,a i 6*Foo 4Z 277 e77a } 6227f \ \ 2/0 ,(4 /m.Wiw sf brachef sun 4 benef& rionf. c
~
rroe .are ( .zos . re r s> 6a. .r* s- \ c.sse i p afR..e u.r//es u .rsies,. 7 - ef .jissm.
- %tt.* *?* ( criss ) \ r laeflesfar he o- UnT_Ad +i .
- r. s s n n" 9** I ss_2s* i i ife<ies n .so .ro s }r* sfa,.stLvero sa .rh ec,se~s.
P ) res- ss vs.s r.: c' 1 s s ris 1 } I t o-A n>x.s A;4A sr aas laura
) " '
s;nt ;,+,J ) . . .
, .s r e > \ er rgr_ l,,-);= t s7ss.r 1 _s, j 1* Jack Thrust = Sheer Leed on lasert. Sheer Apparatus: Jedh---testperet IIs: 4trg_f de ; l
- Jack thrust (Lb.) = Gauge Pressere (PSI'l a Mgr_for Sheer Leed.
2
- Ject Thrust (Lt.) = Geoge Pressere (P5tha Presse e Gauge-METE IIo:_tJrf Stel Gauge-Malt IIe:
Due BoterdM Due Sete:gg.t se 1 ;t.g.,_for Tensten Leed. trfr i Total Wt. of lesslee leed been = "/g . Teosten Apperates: Jact-Espelpment IIu: N_ 68#F"
- ee _n , A ; -- _
- . - 7 . n sw a_ ma* - ? .'.T d t r. Pressere Geoge-MSI :.go.,._ Sue Sete:
- Insert Lead
- Ilot Jack Thrusta f** # Slal Gauge. Milt No:Jfg(,,,,,,,,,9ue Date:hAf
- _ p -N-Apr uttaessed By: / d f-#-#g s PerformedBy/ Beme . [f.
Bete esen a lee Bete I i l i i . a 1' .
.. --.: ., ,... 4.ar. __ m . . ,
t-
~' ,
g . i 1
.Y.. l i 'i i, ' 'd N )4 ss 33 l MN 4 4
T-
* ' % :- \ % 33 3B *
.- l 5
h I 4 lI d a .EE6J EE ) :
- I i d% b $4 1,3h b
4 I $ t it f'ilTI' M M# 5I' k .. ! i i t Qt n 1g ~ y 3 5 a t i g i,5g#
-IIl d}g !
}j i
.j .
i$
^
.} i ,, D d=iss}553
>< 4:s i E '
\ -
N.
} I
. , 4 : .
. . a > m
.a e.h.A us:
is ..h..a,t.tra
=
8=i s t r5 ** s , ga - uf gg$~ 6 ' EI !. k !,NC36 I N1' ( r; js .. Isski J.. 1 E !11 ~~-~ 4 ~~~
.t so ns ?-
J [J3;g g, l a _ :3]jj -~= y ~ .~~~
==
j 4,
'I ikk '.l$ k kk A W(
! 1 MI" "i. k l ipY wt i , t a . I .. s
, las -
= ~
t - - - - r I I!- uy 4 j ., a ji_u <!1 IEW
% gu .:
rr 1 illk]t!] i}}3, : %= y.g 3F ds 1V ~.yMb.da *** r' 8;il. :5 -
.="
g g i. ( % I% % - I 11: y (Mi6 llI'd . I .
- . . ~ . ~
Y \ j i 'c A A .
! v. A %
i,
& m>>>> b? ?? J ?
W 9, u J n - a
- lt i} $ 4 kk (
b ! [ l {d.980 4,$kM} w- i 4 $ i .)A #gudi' .i j j 1 p:! i l.j liilli 41 L - 1 t 3 e s .e.t e :193i1 32 ::_ ..
)
4 hh4 2 g
,e! a H) D,u a ..E i 1
.i[ 5,j D- s ! !
x . % s!s
. 1 3 s -
3 AII, s_k,=si, III - M i n e, s
- g ~
E
.!!! 5
.sg i
.me 113....g- 7 .
*i U i ir i .
v s - l ( zE = A b .. l s 3 .. ) - 1 - N i i 5~3s i}}n $ /w-/e g w'w*e' 1-
,j '
- m. -
5 :jjy2
~%%m-A g w %%%esv* I
== .a k a n U $ %
i i l#5# M$9 44 F$ s yg psr ==
} ,r~vsmsm ;G pt, .
l
't I !!!'!?N
- o mpa,a '
;11c1 e\ . ..
A bi! 3l9 ifjif 5 s-1 s p; e<s)Tf' a in twa - -
=- :..iii gig ;1 -
l 1 s - 2 1-5 d e!M!!!st q: L 6.> - 1
- -a.
1 .41-( m . s
- r i 344U2
~
- ! ::- t I ttt th at tR 3
. e s
-o h IIE "*T*i M *'t n i 19 111 :i .
l
- I
- . _ . _ . - - . _ _ _ _ _ _ _ _ _ _ _ _ . _ . _ _ _ _ _ . _ . - _ _ . _ . _ _ . _ - ~ . _ _
a .
.c i
lg
*! I 3
- t. ,! It -
e M. f .I ,s,s ,s,s 5 i 1 -, .
- 1 si n a Jt 3 l Q ! jjk I ! 4 $1 $1 .. %'
- i 1
t1 igmi' u :1 a li _IIs QsI a n ., - t _I t e ' !}1sI il as i 1
- N 32c .;im,a i
.e e ..
N 4 4
\
#4
,3 i
s n .' Ig M,9
~E
( s st u.~ ,II.li ui j i
= gQ g. ~i . 8! 13
- IFi 9' @M@.d h i -
i 1 -(
=: x '.. ~ ~
aj l" ~~ I a; i! )): .~~~ p - -~~ i-
.y -
gn y=a.:33;; _ L- p g
);!
j a ~ --~~_~- 4 as i
= a
) .gj; s({n$@sliiah
. 4141
- m S.$i
~ -
u? t : F4
,h };:! =s _~~s p Ei}U
~
j .o 3 ,. ., a '
,f . . u i!*.jj% '-
.R jhs4)<~@-q W" t r i-1 i .
) iF i i p#.a.@. 0. H jn}}]!"
- 1 i se!Jj .
i "I h ! I Iw*, jjjg. ~V} 1))- i k(UllilAjl8 ( 3 - s tem : = : :- -v;
.: t.:. 1 . ::53f 2 34 II=E agtt$p' $%I4fl,*
, o ih , i 111 :!
~
COMANCHE 7E4" SES TENSIO::ISTS d*C*- 6 W RICHMONDd-INCH, TYPE INSERT k,
Reference:
CP-EI-13.0 ser/Jf e.g Specimen Number: // Load Rod Spec: A - 193 Date: # As - Ar* (// # 6 e m w w f f & rFa m e m t GAUGE - JACK NET INSERT DEFLECTION (IN.) PRESS. THRUST JACK LOAD NOTES-FAILURE MODE THRUST AFTER
.S.I.) (Lb.) (Lb.) (Lb.) INIT. 2-MIN.
goe l JrGro / 4sar l stro ano s ****e
- 0. M * * * *
- e300 I F3 m 4 off I d fro epe o ,l . 7 yff 6 72f /34f* *** a e*00
#A0 I so w f 37f 11 739 4>0/ *Odf
/C40 /J Bfd /d ed! 2 +
- f* ,403 .00J?
124's 1f90o /4 67f 29 SfC .Det .Ce6
/9eo it f/> /7.ifar Jf dre roof eer/ l
; /dec 2/ fth? /t977 f t fro . 0/3 . 0 /f I
/deO 23 ffe 2 2 d a? ! v2 d4W ,g/ff .0/7 fCee 14As af 2 7f so fre .e/9/ .c20 Af /fG 2712f fff/* a012 013
,, 22.t9
- o
.,0de 24'M9 1/ fM Je 17f 4/ //o .02'7 2fod Js' 9 av 3J 21r 64 P . 0 2 2. . ear 2400 17/ne 3r17f' 7/ 7/0 . e 72 . 0 78
. .$aso l J17a4 Ja sir l 77ero .074 .0 99 flee l stedo .e/ /77
- 11 SJb .MS. h90 ./off
{ .Jl400 ff0f9 l 91467 17 ofe ,/f/ C00 47 ' Fab f 44 =f7f 92 ffe .. /4f]
/d ,/C3
.586e fe.Sfo s't /tr 94af* a l.fi .J4* *
***0 00 $1 MO // 7?? /91 f*fe ./$0 A/Y , ., s
.ds00 s&Oronn e fg/e* /04,200 ,,qd,wpr Eduvrs or
? Yf*T_Y1f/r9J ef*f JMW /*Wb. &f *& OMof9 menf 'wy "fut/: 7 ne * *.v.e on be X F9 d' / A11erf Were 2lr~,l.t.. me!. Cent re Cel J) nWeld ?"O d b .!" D coinceok on/u. Gdn)de Nakse n Ar,d//e 'M va-/$lM j -
l I I
- l l
r i 'fy oy' nsmam et'cA
/Etr "' m f f4 " "'#* ##
l
- Jack Thrust (Lb.) = Gauge Pressure (PSI) x l
l Total Weight of Load Beam = A9rfe _ _ _ _ _ _ _ Net Jack Thrust = Total Thrust Minus 1/2 Weight of Beam. [,gM*e/*An.//k8/) L sev' e ,fe, . / 7,# l Insert Load = Net Jack Thrust x 2. I Jack: . . . . . . . . . . Equi pment Number Ic// r oe, Pressure Gauge: M & TE Number IJff* Due Date:/tr der 85 ( Dial Gauge: M & TE Number tfdf Due Date:Ef </us 'd Perfonned By: Witn ssed By: G.C. 2 RiDate drun a (L6, .1 ' a , -s+ gdhe. QA Representative Date
--9-ww-*---Wery-w % vw, , - -.
.-7 3 COMANCHE PE.U: SES
'; TENSION TEITS a 4~C- 6 W RICWONDd-INCH, TYPE INSERT
Reference:
CP-EI-13.0.S /.7,,,
'~
Specimen Number:' // Load Rod Spec: 4 . / 95 Date: # Afge/7 /F9 l (/t & ~ ~ w r, @ S w n f.a~.d) GAUGE JACK NET INSERT DEFLECTION (IN.) PRESS." THRUST. JACK LOAD THRUST AFTER NOTES-FAILURE MODE.: P.S.I.) (Lb.) *(Lb.) (Lb.) INIT. 2-MIN. g o,.e 147* /9 d f 2 df0 0.*** ****G 400 ffee de 79" $/f5 9.*** .**0 g.gg 7 9T4 6 TAT / 3 ff9 .**O esee 10 0 /0 600 ff 71* // TfD . 0 0l/$~ ***2 s' e ** s2 250 /fetf Ef ofe o9027 eeoff
/Z00 /r 900 /4c.wr 293fD .007 o004
/4*00 // ff* /7JAS 39 6M .009 0/*
/600 if fes /9 97f 19939 .e//d* . e/2 i
, /eine 2.t 1/* 22 6fr 93EJ' ;, e/4 .4/96 EN0 24 foo Ef f?f FOffD .8/7 ,c/ 7f 2500 Ef/fe 27 927 f4 nfe ,0/95 ,049 f*ee J/ for Je !?r & / /fo .c 22 .012f 26*e Jf ff* JJ 227 66 f/* .0244 , Chr Edeo 3? fos 3r1?r r/ rrb 2 21 '
.ot95 Joao l' 3 9 7J' JJ ft? 77 ef9 o c32 o0 34l 3200 dl dne e t 17f di 3Je .036 1937 '
JACO9 l ff #f* 17 6 f* ,090 .9f3 .( 36cw i ** Too f+Jftfc 47f 92 ylo . 04'd .ory Jfee le J/* 49 /AF l 94 afG eof 7 ,0 6 df" i
, 40** ff en r/ 77f I le 3 fra c'70 . e '75" <
940" l fr45D ff 911 /0 0 oto ,ety l *192 4900 i ff foc rrovr //4 /ro . /20 l fs/7we 6y s/r/ p.: rn
- tho' to /* !/or7. cao' enjvfernen f/Preenfs,A was 'f'c// " J'A* ima d /s wss I:
conuera sveroce poow vn is p. oeas
~
l fD 2//in.r ADnarend/u rev./)# ef s/7wac/ l ovos' 2$r$(': f$rY Yr / Y h e' $2/V D/ef nef e.rposy fe/w/~.~
- Jack Thrust (Lb.) = Gauge Pressure (PSI) x // /f '
Total Weight of Load Beam = If4D
** Net Jack Thrust = Total Thrust Minus 1/2 Weight of Seam.
*** Insert Load = Net Jack Thrust x 2. (#4 V5 = NIS
, Jack: . . . . . . . . . . Equi pment Number #cN ddd ,
Pressure Gauge: M & TE Number 131/~ Due Date: /s & lPW { . Dial Gauge: M & TE Number Efff Due Date: If vun 89 Performed By: Witnessed Sy*
; 0 t'*
Jrnmei - Y S% Date O* wa QA Representative ' l, fr Date Y~ f' 9Y x .. .
. __ -7,- .. .
CDMANCHE PEAK 2ES , j TENSION TESTS~ J s C=6av 5 INSERT 4 RICm 0ND IX.-INCH. TYPE . (, Aeference: CP-EI . 't.04 thar*' . Load Rod Spec: A-/PJ Date: I' 4pr $ v
'O l Specimen Number:
( (/J'% ah- we.n , sJ '* & o- M ar f) NET INSERT. OEFLECTION (IN.) GAUGE - JACK THRUST JACK LOAD NOTES-FAILURE MODE
, PRESS. AFTER
' THRUST (Lb.) INIT. 2-MIN. P.S.I.) (Lb.) (Lb.) o" l acce t y se e oro o, eo-,
*.**0
\ goo *'O Tr $/fe o.a a o
- 400 flee 9.o e O D a*G *
~ s,co 7 4'fG 471.7 l /39 f* 0.oe o 0.a a e
/0 400 917/ I /d 754 0.00/
$sLe 29 Oro 0. 0 e /
res' l13Are /E ett
/4 C77 '
E! 3.M .001 .ed/ is** f t/~ foe Jt 610 ,*e/r .n o/T i t q a,t. lI /4 ffe t7J27 .ev 3 . :: ___ f/104 /9 97s" 319fe
/6 ed 23 Br0 at 64r 93 are .00 f .ir .oe4r l
/ Jew Jb 99 . o e fS~ 007 f 200e 14 Fe* ff fff ff4fo .ae7f .ad 2200 attre 2792/ ,90 9 0/0 2900 J/ BM JG f73 4//f0 . ott 1
2*** Jp fse s2 Mr e4,gdv , o //
.o/f*
l Af"17f 7/ 7fD meofr 2400 ST /00 77 ere ..er/ 77 .o/#f" . 2*** J y TJs JJ ft? n od3 i 123/D .41/ ( 1 fro 93 fm 4/ /fr g74sc ,ogfr , opor
\ Jatpo '
f r ses 94 par , e 33 .cfAf* 26** + 7 7** **G 477 ft 99 fe JJB qy /// l yg Afk ,pps- , pff , 31** 1
.o fy .ed3 M*0 FJ ede l' ?? f so 3/SD ,ono ext ** 1 ft 43* 14 9tr /coJR .o7+ -
- C'sneec/e fs//go!
de*
- ffJoe 17c77 //4. /10 ~ . -
- e s p.* a sgo or o se se r- res a en grea .e
^!CNe ff fdi?&ff'e=
e 1*/14/ Jl/0 de! _ fhsj mRJ" r;ptura ay tira w oi cone ecriny r/r a
. .rrir/ shu/ re di to //r e Nr? en efeo' ce//' n e.
, ina pereiHer surNee
--- ayset/ shynoof ai'rierm g;.r 1 concrefe. He eve on fAen aos .eiger or ,a,/t eu e tciture oa rna e e(n ea O n e. )"e /n v/Jtb h F*eb or* deDfh /deke'ed 'MP'dt one/ rne>-c, ovos nc .tosin o &t's e vose "n * "
t.wnear hiH& .r m e/a/ eJ}. 'e & i
- Jack Thrust (Lb.) = Gauge Pressure (PSI) x Mlf i Total Weight of Load Beam = #f/ONet Jack "hrust = Total Thrust Minus
*** Insert Load = Net Jack Thrust x 2. -
t j Jack: . . . . . . . . . . Equi pment Number pes / des Due Date: /# #pe 27,8 t Pressure Gauge: M & TE Number IJ/~r l 1 [ Dial Gauge: M & TE Number Efff Due Date: ff /vo # # Witnessed By: Performed Sy: . d'T'!Y l
,)rame 0 f Y$$ 5% O ' Date w
QA Representative ' r Date l .-
3 ,;~~3 7- .~,-- :'.:- :
" + * --= "-~ ~ ~- " ~-- -- ' ^" '
r : ~. ! CDMANCHE PEAK SES J; TENSION TESTS
, sc- 6W i ~ RICM OND _-INCH, TYPE INSERT
(' y
Reference:
CP-EI-13.0+/sp,y Date: f"/pe #d
/4 Load Rod Spec: 4 - /f.F Specimen Number: .
(M& f S hed Laf, E:'frarm rod -
.l '
INSERT DEFLECTIO?!(IN.) JACK NET
! SAUGE LOAD NOTES-FAILURE MODE THRUST JACK AFTER PRESS.
THRUST 2-MIN. (Lb.) (Lb.) INIT. l(P.S.I.) (Lb.)
- o. - -
- re- l uro i+zr asu
, no .,, .. ,
. , .cn .,. , ,J
/3 ansfp o d /r , s .r/ t=
$te l 79fD d 7Ef cod . ** d yJ77 ,8 ff0 o loo l (O G GG 2* CfC .eed .oe4
/ter I 6 2 2.f0 /2 Off of JJD spo4 .g e dr~ l
/Cro ll /f 90V /f 6 7f 34 CfD .d e d . 0 0/r l
/4 40 /3 fro /7 ffr ,e*ff .**yd Jf ffD i
/dce l.
4/ Bee lI /9//97ft!! i
=s 22fD .o /c 0/c le' * = 13 ff o c/o , of a A4 aw Erd 7.J~ .foffo ,pr# <
V teos f,$~ffe .c/e 2220 *st/fC !? ffJ' ,gtg gt fro . atz is**
- l 3/199 JC??? ,c/3F . ore t Jap;v .ff22f gg dro 2600 7/ 7/D .e/ d ,cits l dfco 27/M Jffff l 0/4 . eM i (i
l Jeev l sf 750 So ffr l 77cro
*c2+
3;oc 4 two y/ / 7/" l 12 fFC .eto
.eff l
I ,ory Concre/e failed t l Af eso 43 9/T f $7 450
! JHo l $ u$ hu/$ $ochb f ,'*/,$e Y. kl",,",$
I oy . redir{Lck I c'o#e
- - /
&no >'ao' c.sa.rs;e un, i r
, . . ,ci , , . , i, , so" s,w.,
cover ~ con crete,'frachte riry .rst carred s l m ., - l obevt 3 '
- s'. :Me /m c%- cf "/J'C f
(
,fna'eny/y'o W n. &Eetto=.
/a>*ee c re bar t.
\*
I i i l I i
, 11 1 l
/.7. /J~
- JackThrust(Lb.)=GaugePressure(PSI)x #
** Total Weight of Load Beam = z/J~eNet Jack ihrust = Total Thrust
*" Insert Load = Net Jack Thrust x 2.
Jack: . . . . . . . . . . Equi pment Number _ Ned 4 06 ' tJSr Due Date: // As' - #y ( Pressure Gauge: M & TE Number 2f#f Due Date: Ef v'un '## Dial Gauge: M & TE Number Perfomed By: WitnessedBy(:AL4- 2LAArD dA YA.z? 6& b 5#5e , Date ( A Repr,esentative ' Date ,
. u. . . a- . - . . . . . . - . . - - . . . . . . - . . . . - . . . . -
COMANCHE PEAK SES k' - TENSION TESTS A*C-6W RIC)MOND/h -INCH, TYPE INSERT (
Reference:
CP-EI-13.04/g Specimen Number: /S" Load Rod' Spec: 4-/f3 Date: 4 4 p re / # 5s (/f6 fr*~ kvw' en d - /.* o.- ea<# a~ !)
=
GAUGE .. JACK NET INSERT DEFLECTION (IN.) PRESS. THRUST JACK LOAD NOTES-FAILURE MODE THRUST AFTER (P.S.I.) (Lb.) (Lb.) (Lb.) INIT. 2-MIN. 200 26JD l /fEl A$fe c.an* 4.e4D
,.. fso. , ., 7.r- , a,.ro .~ . . . -
- i. e o 't 9n. I &72f l /2 ffo *.ae/ 4.
- a /
t o e co 9 275 ic 7/0 c.003 * * * *' J Sco 0,o04 d.40 6
/cr0 /y Efc /2 otr 2f efd >
d .1f" f *C /4 G7T At .8/D .006 001
/200 .?4 4;JD .ed0
/doo /d ffe /7 $2r . oe <f 4/200 / t t 7.r' Jf fic .. pro .ett
/6on .c/3 .o/T
//se 234fo 2242P d?2/9 tcro a?G fee Jf273 forfo , gi f .o/fr-2 20* 29 /fD 27P2/ ff$JD .o// 09./
Z4c0 JJ doe Jef75 4//Jb 026 ~ . o 4 '7 l 24f0 244fe 11,'25 44419 . 628 03/ \ dfor Trto J7/co 39 710 ff 17f l
.?/?!.T
- 7/ Tro 77ofb ,03f.
,o. 8 s oJ s
.*40
.7x *
- 4 Leen ce sc//77 pt JSo ,cf/ l .*ft l
{ ' 3dce arefo atyf/f 17 cfo . en ? l .o.f3 l
.it.c o } y 7 700 44 +7f l 12 ffo .ofd .c sJ' l I T/c0 i to Sfo 49 /// l 9sijn ,cc9 . opt l s .fWe l f /, 677 fos tre l /GG,900 , 7o cow s./s restso, L //r*
- r cone &me /' i s'n paa je,
- re ser- ppHarn . Q !ycanav.n le.
- rasos. ,,/
lJ# ellen 1n / b VJ/ 41 / _ en ,, J. fu c s ,__,
//3 /ttf l *f'n g,.,sheLIf*/'0"eVin'df'!*Dp.)C'
\.. . , eft'/r2 , ...
j l 'r ,,, 4 s"& n aat a sese. /"#f e T j Ce c,, 7"O eU l ? 'l * *I o . ._ J' ' I r > . 1A in r ern i 4. art f u q.I Gr in.e w q Q.q4it. G. j i
- Jack Thrust (Lb.) = Gauge Pressure (PSI) x /'f. /.$' /y /yn.7ma 4 4 l
Total Weight of Load Beam = Et'fo 4. /-.f , ////,) - - - <St g r# /p J z f
" Net Jack Thrust = Total Thrust Minus 1/2 )(eight of Beam, c/y, sp,. /g 't
*** Insert Load = Net Jack Thrust x 2.
l Jack:.......... Equipment Number # ch 4c4 l Pressure Gauge: M & TE Humber EJ#J- Oue Date: /d 4r " #9' l Dial Gauge: M & TE Nueber Efff Oue Date: 2 f /^ #pr l Perfenr.ed By: Witnessed By: 0 8. YM 4'dh.d'f
.)Ema Date QA Representatrve # Date f '4 ~bY
[
. .... . _ .. ..._~__.m . . . . . _ _ . _ .
e.*** COMANCHE PEAX SES
$NEAR TESTS - '.' 2*c-25' RICHMOND / -!NCH, TYPE
(, INSERT l j - -
Reference:
CP-EI-13.0-X//pss Specimen Number: /d Bolt Spec: A-@ffo Date: 4MN {/J o we.r/ ene)'
' GAUGE JACK
- OEFLECTION (IN.)
PRESSURE THRUST NOTES-FAILURE MODE INITIAL AFTER 2-MIN. (P.S.I.) (Lbs.) l 0.oso l o.ooo +0* - s soo l
\
I
.ap! l .##/ l 888 i /o, 6 8* I l
i .ot9s~ \ . ott l /d** I /r9tw l
\ .0+f *
. coa l /400 l 2/, he f
,ott l .ets? l JM:: l f/ fee i
085 ; .09/ l 2P0 1 J/s #** A//2 L ./D l 2400 l 17./*0 I 1
./ft l ./70 l .7100 4Z,4'co l .22 l 45** .?M 4G,376~ o**s Hure af betV fn .r/redt:
I ! l =****- I l ( I i t/ mars 6 4#acfse/ I!Y d " Av cru.rhimr of emer. I I l De&hn of honet s /e LMPhth thh Isik'/o' nzffem i I}}a 1 % a f k .se -t' rehArc' .t_ fow dent-er3. I i l i l I i i i I i I 1 I e i ! l i l e l
! i i 1 i
. l
- i i . _
I
- Jack Thrust ecual Shear Load on Inser*..
Jack Thrust (Lbs.) = Gauge Pressure (PSI) x /f,2 f Jack:.......Equicment Number sea a o d _ f Pressure Gauge: M & TE Number _13rr Due Date: gg , 6
- W Otal Gauge:......M & TE Number E f#9 Oue Date: er v--
Perfcmed By: Witnessed By: h $ fh C - QM to '
!b.lw QA Representauve e v l5 case 4 -l ~$4 case
( pame
~ . . . . - ;- _ _
COMANCHE PEAK SES SHEAR TESTS fc-2W . RICHMOND / -INCH, TYPE INSERT (%/
Reference:
CP-EI-13.0-///tX f 9' 4e4+ A-9fd Spec: 4 /,. ;se
- Date: 4 Apr ##
s Specimen' Number: /7 (AL*' S War /14)
- DEFLECTION (IN.) V M 44Nif 4 TM*
73dM jahhke NOTES-FAILURE MODE IMITIAL AFTER 2-MIN. (gJi)47.2.: g'....) 0.aea l *. m ! fjo, paa l
.0# ! .d/O i /0, 6 ee Jfoo l 02f i /J' Peo /200 I I .037 *
.060 .ekt i 2 / 2 00 / doc l i .
,offl 24 foo I 2000 l i 047 i
.//7s ./27 I 3/ 200 2400 l 21@a i
./dd i ./#6 1 8 37/a#
; .J/2 i .132 l 42 foo l JZoo l 1270 ~
fonere by 6en .rhoor
- I 43 eso l e/e/~/oAn! A erho i,7'.rJ/s %" heina
' I i /nnrI WJ An eknhiinn 'duiker~ e f NenereE i ! l norm i
! I f & monaron/ Ae/2/$n nf av fan ef' ihierf I l l
~~
I I
! I l
l I
; I i
' l i l I l i
l I i l t i : i l I
! l ._
', ! l
, i i !
I . i .
, )
- Jack Thrust ecual Shear Load on Insert. /'I. /J" Jack Thrust (Lbs.) = Gauge Pressure (PSI) x Jack:....... Equipment Number peu das Pressure Gauge: M & TE Number _tj //-
_ Gue Date: /# A pr I!W Dial Gauge:......M & TE Number Efff Due Date: Jf v<n 'M Witnessed By: Performed By: [ ,, & 4; & t 9e ki__ , p,,_b
/ Cate 4- 6 f4 Date QA Re;;resentative l e
{
..a .. .- .
L
i .; * . ik ' n 3
- l 2
ff4 CDMANCHE PEAK SES SHEAR TESTS i' 4"C-26Y . l RIQMOND / -INCH, TYPE (]' i INSERT i -
. 1] } .(
Reference:
CP-EI-13.Dgf4 # Solt spec: A-WO Specimen Number: /# Date: 6 4ar JRd l ' lsW from wu,'ans) i .
- DEFLECTION (IN.) GAUGE JACK *
- PRESSURE THRUST NOTES-FAILURE MODE INITIAL AFTER 2-MIN. (P.S.I.) (Lbs.)
l o.oon \ o.oco 48* l f*JM l ! ! .#81 l~ . ** f l too /# dm !
; I .ot) l . owr l /too is 9w l
. , oft l .off"l /4** si tw l 4
. add l .sss l 2 **o l #d.(m i j t .000 l . ope l 24*a st AM l i ./09 ! , /M foto 17/M l
./44 11 +2 f% !
./K l free l 6 .2** l 33Z l 24** '
4t! 76 l I .9" l l a.$8 a= fo.sto I rekes & 4.// .the rs. . ( ; I l l l An.rw 61 do'//nek.d' k+ %y m i ! i l l l \ soonan+ s a Aa/hi, af Asser-/ 8 I I I m ./ ,,, ,.~ A c,mw/<- I i- 1 ImA.s e 4, 4 / ./ ihe,s ! ' l l Iina i,. sed wo.rher raw ~4 a, . l l l Ifr am ru r/ruAe. /hu.r ' A 6 ' ( ' l I l !d. tr a / '- n ak M, r A. i t l lgu~na. i z ,is o r,/ , ,p., ,./, y 3 ' l ' I m ,' m , y, . 4 l l 1 i l i l l l
- Jack Thrust equal Shear Load on Insert.
Jack Thrust (Lbs.) = Gauge Pressure (PSI) x . /J, t/ Jack:....... Equipment Number Acer' WP6 Pressure Gauge: M & TE Numoer es.cf Due Date: /cssr h4r l Dial Gauge:......M & TE Number 2949 Due Date: 19 v.w me Performed Sy: Witnessed Sy:
$$h 4 4es, 'fte k_j- . _ ,
r, 4 -6d4 Aame Date QA Representative ' Date (
i . . I CDMANCHE PEAK SES
? -
SHEAR TESTS 1 d*C-dW RICHPOND / -INCH, TYPE INSERT (' '
Reference:
CP-EI-13.0-4 #
' Specimen Number: /f Bolt Spec: 4 -f fo D.te: f Ar,,. pg j (f 4 fam n d e d)
DEFLECTION (IN.) GAUGE JACK
- PRESSURE THRUST NOTES-FAILURE MODE INITIAL AFTER
. . . 2-MIN. (P.S.I.) (Lbs.)
; i s.oof l o. cost l 40* fJa l l .p3e i .ofC i /** /4 CM l
, . l . o.gs i .ogri /Joo // 900
,ofo *
, ep/ l /400 2/fM
' Z*** 24 $be
.cf/ i . oft l l l l ./ZZ f . /27 l 2400 3/ BM I l l .hE7 * ./ff l Afoo 27 M l I i ./90 .ffff I JZ00 924M i i ! JJ.. l
. Lie n i 27*. l #c 27r l /n.reet dri/co' Ay bre:Acshy
'( I I l l weA/ be / ween oose. - cos't cis i ;
i l l.rfrseAr. B.// 'f Me/ o frire nho i i l l l wiM rwe en m essa,- co;/ i i l l l 1%rv .ce vaia/ o'oorees. 71re.
- i l l l Ae// Auk / in herrA
- ,.e wis' l l l lM /e s.res- food Aban b$ q_
i i l i ! e 4 .:r?r /4. I ! ! I
! l ! l I i ! !
. l t . e
- Jack Thrust equal Shear Load on Insert.
Jack Thrust (Lbs.) = Gauge Pressure (PSI) x -
/J 15 Jack:....... Equipment Number Rc u 6 o(.
Pressure Gauge: M & TE Number EJ.8"r Due Date: /4 Ap ##s. Dial G.uge: . . . . . .M & TE Nunber 2f4f Due Data: Et von'sf Perfonned By: Witnessed By:
,..e Id fand 8#
0.se 1, _ a QA Representa m e / h>M Date (18I c .
~ ~ ~ '1 ) ,
1 COMANCHE PEAX SES SHEAR TESTS c c .a u./ , RICHMOND 1 -INCH, TYPE INSERT ( Ref.rence: t CP-EI-13.0,%/3/e& Bolt Spec: A - 4 fa Dete: 94% B4 3;ecimen Number: 20 (S/^ Se y him.r/ d~syd) T GAUGE JACK
- DEFLECTION (IN.) ~"
' THRUST NOTES-FAILURE MODE
' PRESSURE i INITIAL AFTER 2-MIN. (P.S.I.) (Lbs.) -
-+ o* ty Y s. ::" t :.::'7 l I
i i i -#oe-1 y J/s eA' n o b o r / o f .,rps,rr a / v.r
- e. = c .. .;4 y w I
i .:: ! . ov r ; ::e l l i ! /3- l + i e,4. J l 4.eo:5 l 'fe. 4*Joa l ~ fk /0 400 l
.cf.t* l .osz l
,096 / Zee l /f* *Tec l i .d&# l 1
\ 0 41 l .dW l ' / coo l 2 / 400 l 20oo 2 4 7 2;o l
, .cos~ ! .cS7 l l
( .//6" I k/22 i 29o l .11 W l _ i ./S4 l . #73 l Z800 l_ 27ior I
.29,7.$o i Concre.fe at uss' sed sh. rad
.2 74 ! -
l .h"M Jm l FW/7 TEN?t*Cr' k7Nc/ by/ i/ ppt t'~ l I l 50/*b/O/7 l" aid /gd 11179 4 f' w l l ' t h l l l derre ct . M /echen el w er
' i I I
l l l D/r/ af shpr/=freavhcr) J/g,'- l 8 l l 8.// broAv 4r ' bass.fing s/ i I l l l/eteres /
- a W /!! ar n Nte .nso A l J r 7.r o. Acfrf/on ew*./ ces<. . ram e
* ' t I I
';b b W o rie tre sr h / $ O - :ww=r3-
Jack Thrust equal Shear Load on Insert.
- I'" '#" # #'"' 4'" " '#V'e Cr)
Jack Thru t (Lbs.) = Gauge Pressure (PSI) x /f. df Jack:....... Equipment Numoer A'c N sos trrr Due Pate: /4 Qu Pressuru Gauge: M & TE Number -Ef.sr Due Date: Er ,A n s. Otal Gauge:......M & TE Number Wttnessed By: Perforced By: 96 'AU a QA Representative Yr) Date 4 1-94 Date ( /Name
x t
, l hi N} ; )}s f 35 !
i'3l 3 .. a -
, ,; , ; e s= ss as a
( s 0
.l -h,a e
)i ]s %
II I As E8
'i -
% j -
i t 5 j r h -
- 1. ,
if
$,4 < g 'l 1 g ,%
h T = I g
-s 4 ) .
. s .i 1
. .. g 5 a ,.. _ a_
3 4t F, t aggag 1g
. ','. . i w 7 w,
.E fI.v?
ta,y g$5 3 5 a W e 4, \..f,t 33 c . . L.3,a a n y
- r. - %g . . ,
ii ! 4 e !!3i!3 3 I - t da 4 i't
< xes,--
s
}a sa a . a si o ) 4 '5 4 4 :
i 1
% in gA .E!e t =2==
ts
- u. .,t, 3:
=
4 3 I
- - N *x ~
3 EN[i n=-, iF as O.-HE h. r a .. t l5I 5.. I
, g. (j ] 5 %,n
"~*u N*
r.~v% e s
,i
( w ]s 7
~ 3"I s*
i T. . lR.E~ E E
- g.. ess %g vvvve"^
jt 3 , 5 k $5 , k
~]-]2 ls ', i !, E k N agt e
~
3., .. 4 a
= = -: .:
1 -}j.sj - - u+
~~ ;E1..
.i r .
N t::g.,I Ll p=i<!I 11 - N aj'a3,:
! k:
j
~
3" =3 .' l:. ht . . t. ' 14 5 . ' '. '.E. % 8' jri:] :
] s. =~ n.., z
- j ,
. g tJ j ~l$I a
9
$4
- e bw s
*g.o*3* 2 .
, }4443;
- }s[l; 3
7 s 4y! l H: y:t tl 1.4l. at E l4jy ; j.4 8 .- - I... ( j ,t! l 4 4.. t v = i i e l
y -- _._ ,
. 1 3 l Ag*
l h- $% jl t J' u e
# d o 3a as 4 AI IE h e, b (
g31 33) 22 2
'I 4 . 4 % t y.jk I
i f fel hy2
- i s 's.E o c hot .1
. i l,4 ;}}